Voliume I - Technical Guide 2011

V o l u m e 1 : D i r e c t F a s t e n i n g T e c h n i c a l G u i d e 2 0 1 1

N o r t h Am e r ic a n P r o d u c t T e c h n ic ic a l G u id e : Vo l u m e 1 A g u i d e t o s p e c i f ic ic a t i o n a n d in i n s t a l la la t i o n

V o l u m e 1: D ir e c t F a s t e n i ng T e c h n i c a l G u id id e

2 0 11 E d i t i o n

H i lt l t i P R O F IS IS D F D ia ia p h r a g m S o f t w a r e

H i lt lt i D e c k i n g D e s i g n C e n t e r w w w . u s . h il i l t i. i. c o m / d e c k i n g

S t e e l D e c k D e s ig n in H D ( H ilt i D e c k in g )

Hilti PROFIS DF Diaphragm Software incorporates a powerful design optimization feature to produce the most cost-effective and reliable steel deck design solution on the market. Visit the Hilti Decking Design Center to download your copy or ask your Hilti Field Engineer for details today.

H i lt lt i . O u t p e r f o r m . O u t l a s t .

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Hilti Direct Fastening Technical Guide

T a b le o f C o n t e n t s

Introduction

1.0

4

D ir e c t Fa s t e n in g Te c h n o lo g y

2 .0

5

D i r e c t F a s t e n in g S y s t e m s

3 .0

14

R e fe r e n c e

4 .0

16 4

Hilti North American Product Technical Guide Volumes 2 and 3 are also available. Contact your Hilti Field Engineer about them today.

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 1


D ir e c t F a s t e n i n g T e c h n ic a l G u id e T a b le o f C o n t e n t s Section

Description

Page

1.0

Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

2.0

Direct Fastening Technology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

2.1

Base Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

2.2

Evaluation of Test Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

2.3

Corrosion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

3.0

Direct Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

3.1

Direct Fastening Terminology & Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

3.1.1 3.1.2 3.1.3

Direct Fastening Terminology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Benefits of Direct Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Common Direct Fastening Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

3.2

General Construction Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

3.2.1 3.2.1.1 3.2.1.2 3.2.1.3 3.2.2

General Construction Fastener Design & Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Fastening to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Fastening to Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Power- Actuated Fastener Selection Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 General Application Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 X-U, X-U 15, DS, EDS, X-C, X-S13, X-GN, X-EGN and X-GHP fastener series for general applications to concrete, steel or masonry

3.2.3

X-U Universal Knurled Shank Fastener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Universal X-U fastener for use in concrete, steel or masonry

3.2.4

Perimeter Wall Application Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 X-U, X-U 15, DS and EDS fasteners for attachment of perimeter track and deflection slip clips to concrete or steel

3.2.5

X-GPN 37 MX Plywood Fastening System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 X-GPN 37 MX fastener for attachment of wood structural panels to cold-formed steel members

3.2.6

Drywall Track Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 X-U 15, X-S13, X-S16, X-GN, X-EGN, X-GHP and X-DW fastener series for attachment of drywall track to concrete, steel or masonry

3.2.7

Sill Plate Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 X-CF 72, X-CP 72, and X-CR-L 72 fasteners for attachment of wood sill plates to concrete

3.2.8

Stud Fasteners for Attachment to Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 Carbon steel (1 / 4" and 3 / 8") and stainless steel (1 / 4") powder-actuated threaded studs for attachment to concrete

3.2.9

Stud Fasteners for Attachment to Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Carbon steel (1 / 4", 3 / 8" and 8mm) and stainless steel (1 / 4", 3 / 8" and 8mm) powder-actuated threaded studs for attachment to steel

3.2.10

X-BT Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 Innovative X-BT (1/4", 3 / 8" and 8mm) blunt-tip threaded stud fastener for attachment to coated or painted and full thick steel

3.2.11

Clips & Hangers for Mechanical and Electrical Applications. . . . . . . . . . . . . . . . . . . . . . . . . . . 60 Threaded and smooth rod hangers (X-HS and X-RH), cable holders, clamps and tie fasteners (X-ECH, X-EKB MX, and X-ECT) and conduit clips (X-BX, X-EMTC and X-EMTSC MX) for use in miscellaneous mechanical and electrical applications

3.2.12

Insulation or Soft Material Attachment Fasteners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 X-IE and X-SW fasteners for attachment of insulation and other soft materials to concrete, masonry or steel

3.3

Ceiling Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67

3.3.1 3.3.2

Ceiling Fastening Systems Selection & Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 X-CW Ceiling Wire Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 X-CW Ceiling Wire fastening systems for attachment of lay-in panel or acoustical suspended ceiling systems

3.3.3

X-CC Ceiling Clip & Hanger Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 X-CC Ceiling Clip assemblies with or without pre-tied wires for attachment of suspended ceiling systems

3.3.4

Eye Lag Ceiling Fastening Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74 Eye Lag Screws for attachment of suspended ceiling systems to light gauge steel or wood base materials

3.4

Grating & Checkerplate Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77

3.4.1

Grating & Checkerplate Fastener Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77

2 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D ir e c t F a s t e n i n g T e c h n ic a l G u id e T a b le o f C o n t e n t s Section

Description

3.4.2

X-FCM & X-FCP Grating & Checkerplate Fastening Systems

Page

78

Removable and reusable grating (X-FCM) & checkerplate (X-FCP) fastening systems available in HDG (Duplex Coating) and stainless steel corrosion resistance and consisting of a disk that threads onto a powder-actuated threaded stud. Stainless steel version specifically designed for off-shore applications

3.4.3

X-GR RU & X-MGR Grating Fastening Systems

83

X-GR RU and X-MGR grating fastening systems with HDG equivalent corrosion resistance for attachment of grating in on-shore industrial applications

3.5 3.5.1 3.5.1.1 3.5.1.2 3.5.1.3 3.5.1.4 3.5.1.5 3.5.1.6 3.5.1.7 3.5.1.8 3.5.1.9 3.5.2

Steel Deck Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 Steel Deck Fastener Design & Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 Steel Deck Terminology & Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 Steel Deck Diaphragm Design & Theory . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 Fastener, Tool & Cartridge Selection Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 Submittal Information for Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 Submittal Information for Floor Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 101 Fastener Quantity Estimation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 Common Steel Deck Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102 Diaphragm Shear & Stiffness Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 How to use Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 Deck Fasteners for Attachment to Bar Joist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111 X-EDN19 and X-EDNK22 fasteners for attachment of many types of steel deck to bar joist up to 3 / 8-inch thick

3.5.3

Deck Fasteners for Attachment to Structural Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121 X-ENP-19 fastener for attachment of many types of steel deck to structural steel greater than or equal to 1 / 4-inch thick

3.5.4

Hilti Sidelap Connectors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131 S-SLC 01 and S-SLC 02 sidelap connectors and Hilti No. 10 HWH screws for many types and gauges of steel deck

3.5.5 3.5.6

Optimized Diaphragm Shear Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 133 X-HVB Shear Connector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 139 Mechanically attached X-HVB shear connector for use in composite beam construction with steel beams and concrete slabs

3.6 3.6.1 3.6.1.1 3.6.1.2 3.6.1.3 3.6.1.4 3.6.1.5 3.6.1.6 3.6.1.7 3.6.2

Screw Fastening Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 Self-Drilling Screw Fastener Selection & Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 Drill Point Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 Thread Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143 Head Style Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 Sealing Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 Length Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 Corrosion Resistance Guidelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145 Hilti Screw Fastener Installation Instructions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 146 Self-Drilling Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147 Self-drilling screws available in a variety of head styles, thread lengths and drill-flute lengths for screw diameters #6 through 1 / 4" meeting ASTM C 1513 and SAE J78 or ASTM C 954

3.6.3

HVAC Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 154 Screws specifically designed for HVAC applications, including the innovative Zip Screws with Hyper Thread technology

3.6.4

Kwik-Flex Self-Drilling Screws. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 158 Self-drilling screws specifically designed to resist HASCC that can be caused by stress, dissimilar metals and moisture available in HWH head style and diameters #10 through 5 / 16"

3.6.5

Bi-Metal Kwik-Flex Self-Drilling Screws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160 Stainless steel screws with carbon steel drill points providing the drilling capacity of a standard self-drilling screw with the corrosion resistance of a 300 series stainless steel fastener specially designed to resist the effects of HASCC

4.0

Reference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164

4.1

Approvals & Listings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164

4.2

Reference Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165

4.3

Technical References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 167

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 3


1. 0 I n t r o d u c t i o n 1. 1 A b o u t P u b l is h e d L o a d V a l u e s

1. 3 O u r P u r p o s e

The Direct Fastening Technical Guide is intended to supple-

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ment the Hilti Product Catalog with technical information for the designer or specifier. Technical data presented herein was current as of the date of publication (see back cover). Load values are based on testing and analytical calculations by Hilti or by contracted testing laboratories using testing procedures and construction materials representative of current practice in North America. Load values obtained from testing represent the average results of multiple identical samples. Variations in base materials such as concrete and local site conditions require on-site testing to determine actual performance at any specific site. Data may also be based on national standards or professional research and analysis. Note that design values published in reports issued by approval agencies (e.g., ICC-ES, COLA, etc.) may differ from those contained in this Direct Fastening

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Technical Guide.

For information regarding updates and changes, please contact Hilti,Inc. (US) Technical Support at 1-877-749-6337 or at www.us.hilti.com or Hilti (Canada) Corporation at 1-800-363-4458 or www.hilti.ca.

1. 2 U n i t s Technical data is provided in both fractional (Imperial) and metric units. Metric values are provided using the International System of units (SI) in observance the Metric Conversion Act of 1975 as amended by the Omnibus Trade and Competitiveness Act of 1988. Data is commonly provided in Imperial engineering units with the SI metric conversions shown in parentheses. Additional information may be found in Section 4.3.1 Metric Conversions and Equivalents, provided in this Product Technical Guide.

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Direct Fastening Techno logy

B a s e M a t e r i a l s 2 .1 2 . 1. 1 B a s e M a t e r i a ls f o r F a s t e n in g The design of modern buildings requires fastenings to be made in a variety of base materials. To meet this challenge, fastener manufacturers have developed many products specifically targeting certain types of base materials. The properties of the base material play a decisive role in the suitability and performance of a fastener. The designer must carefully match the type of fastener with the base material to obtain the desired results. There is hardly a base material in which a fastening cannot be made with a Hilti product.

2 . 1. 2 C o n c r e t e Concrete is a mineral building material which is made from three basic ingredients; cement, aggregate and water. Special additives are also used to influence or change certain properties. Concrete has a relatively high compressive strength compared to its tensile strength. Thus, steel reinforcing bars are cast in concrete to carry the tensile forces, and this combination is referred to as reinforced concrete. Cement is the binding agent which combines with water and aggregate and hardens through the process of hydration to form concrete. Portland cement is the most common cement and is available in several different types, as outlined in ASTM C 150, to meet specific design requirements. The aggregates used in concrete consist of both fine aggregate (usually sand) and coarse aggregate graded by particle size. Different types of aggregates can be used to create concrete with specific characteristics. Normal weight concrete is generally made from crushed stone or gravel. Lightweight concrete is used when it is desirable to reduce the dead load on a structure or to achieve a superior fire rating for a floor structure. Lightweight aggregates are made from expanded clay, shale, slate or blast-furnace slag. Lightweight insulating concrete is used when thermal insulating properties are a prime consideration. Lightweight insulating aggregates are manufactured from perlite, vermiculite, blast-furnace slag, clay or shale. Sand lightweight concrete is made from lightweight aggregate and natural sand. All concrete with a unit weight between 85 and 115 pcf is considered to be structural lightweight concrete. The ASTM specification and unit weight for each of these concretes is summarized as follows:

ASTM Concrete Type

Normal Weight Sand Lightweight All Lightweight Lightweight Insulating Concrete

Aggregate Grading Specification

Concrete Unit Weight pcf

ASTM C 33 ASTM C 330 ASTM C 330 ASTM C 332

145-155 105-115 85-110 15-90

The hardness of concrete aggregate can affect the load capacity of power-actuated fasteners. Driven fasteners or studs can generally penetrate soft aggregates (shale or limestone), but hard aggregates (like granite) near the surface of the concrete can adversely affect the penetration of a fastener or stud and reduce its load capacity. Values for the ultimate strength of fasteners in concrete are traditionally given in relation to the 28-day uniaxial compressive strength of the concrete (actual, not specified). Concrete which has cured for less than 28 days is referred to as green concrete. Aggregate type, cement replacements such as fly ash, and admixtures could have an effect on the capacity of some fasteners, and this may not be reflected in the concrete strength as measured in a uniaxial compression test. Generally, Hilti data reflects testing with common aggregates and cement types in plain, unreinforced concrete. In questionable cases, consult with Hilti Technical Support. In view of the significantly lower strength of green concrete (less than 28-day cure), it is recommended that poweractuated fastenings not be made in cast-in-place concrete which has cured for less than 7 days, unless site testing is performed to verify the fastening capacity. Power-actuated fastening capacity should be based on the concrete strength at the time of installation.



2 .1 B a s e M a t e r ia ls 2 . 1. 3 M a s o n r y M a t e r i a l s Masonry is a heterogeneous building material consisting of brick, block or clay tile bonded together using joint mortar. The primary application for masonry is the construction of walls which are made by placing masonry components in horizontal rows (course) and vertical rows (wythe). Masonry components are manufactured in a wide variety of shapes, sizes, materials and both hollow and solid configurations. These variations require that the selection of a fastening system be carefully matched to the application and type of masonry material being used. As a base material, masonry generally has a much lower strength than concrete. The behavior of the masonry components, as well as the geometry of their cavities and webs, has a considerable influence on the ultimate load capacity of the fastening.

2 . 1. 3 . 1 C o n c r e t e B l o c k Concrete block is the term which is commonly used to refer to concrete masonry units (CMU) made from Portland cement, water and mineral aggregates. CMUs are manufactured in a variety of shapes and sizes using normal weight and lightweight aggregates. Both hollow and solid load bearing CMUs are produced in accordance with ASTM C90. Nominal

Minimum face-shell A

Minimum web

Thickness

Thickness A

in. (mm)

in. (mm)

in. (mm)

3 (76) and 4 (102)

3 / 4 (19)

3 / 4 (19)

6 (152)

1 (25)

1 (25)

8 (203)

1-1 / 4 (32)

1 (25)

10 (254)

1-3 / 8 (35)

1-1 / 8 (29)

Width of Unit

1-1 / 4 (32)

1-1 / 2 (38)

2 . 1. 3 . 2 M o r t a r Mortar is the product which is used in the construction of reinforced and non-reinforced unit masonry structures. The role of mortar when hardened in the finished structure is to transfer the compressive, tensile and shear stresses between the units. Mortar consists of a mixture of cementitious material, aggregate and water combined in accordance with ASTM C270. Either a cement / lime mortar or a masonry mortar, each in four types, can be used under this specification. Mortar

B

≥12 (305)

Concrete block construction can be reinforced, whereby reinforcing bars are placed vertically in the cells and those cells are filled with grout to create a composite section analogous to reinforced concrete. If all cells, both unreinforced and reinforced, are filled with grout, the construction is referred to as fully grouted. If only the reinforced cells are grouted, the construction is referred to as partially grouted. Horizontal reinforcing may be placed in the wall via a bond beam, which is always grouted. Ladder reinforcement may also be placed in the mortar bed between courses. Grout typically conforms to ASTM C476 and has a compressive strength of at least 2,000 psi. Concrete masonry units have a compressive strength which may range from 1,250 to over 4,800 psi, although the maximum specified compressive strength of the assembled masonry will generally not exceed 3,000 psi.

Cement-Lime

1-1 / 8 (29)

1-1 / 4 (32)B

Adapted from ASTM C 90. A Average of measurements on three units taken at the thinnest point. B This face-shell thickness is applicable where the allowable design load is reduced in proportion to the reduction in thickness from the basic face-shell thickness shown.

CMU sizes generally refer to the nominal width of the unit (6”, 8”, 10” etc.). Actual dimensions are nominal dimensions reduced by the thickness of the mortar joint. 8"

7 5\8" 7 5\8"

8"

Masonry Cement

Type

Average Compressive Strength at 28 Days, Min psi (MPa)

M

2500

S

1800

N

750

O

350

M

2500

S

1800

N

750

O

350

(17.2) (12.4) (5.2) (2.4) (17.2) (12.4) (5.2) (2.4)

Since mortar plays a significant role in the structural integrity of the masonry wall, it is important to understand how power-actuated fasteners interact with the structure. Within a masonry structure there are designated joint locations. The proximity of a power-actuated fastener to one of these locations must be considered in the design of the fastening. Product specific guidelines are provided within the guide.

2 . 1. 3 . 3 G r o u t 16"

15 5 / 8"

Nominal Size

Modular Size

(usually fictitious)

(actual)

ACI defines grout as “a mixture of cementitious material and water, with or without aggregate, proportioned to produce a pourable consistency without segregation of the constituents”.



B a s e M a t e r i a l s 2 .1 The terms grout and mortar are frequently used interchangeably but are, in actuality, not the same. Grout need not contain aggregate (mortar contains fine aggregate). Grout is supplied in a pourable consistency where mortar is not. Grout fills voids while mortar bonds elements together. Grout is used to fill space or cavities and provide continuity between building elements. In some applications, grout will act in a structural capacity, such as in unreinforced masonry construction. Grout, in regards to power-actuated fastenings, is specified by the design official. When power-actuated fasteners are tested for the development of design values, the grout is specified according to applicable ASTM standards. Design engineers are encouraged to become familiar with the characteristics of the grout used in performance testing to better understand the applicability of the design loads published in this guide to the actual jobsite.

2 . 1. 4 G y p s u m W a l lb o a r d Gypsum wallboard consists of an incombustible core, essentially gypsum, surfaced with paper firmly bonded to the core. It is made in flat sheets 4 feet by 8 feet or larger, and from 1 / 4” to 5 / 8” thick in accordance with ASTM C 1396 / C 1396M. Gypsum wallboard is attached to the wall studs and ceiling joints in residential and commercial building to form the base for the finished wall or ceiling treatment. Gypsum wallboard does not have the capacity to accept high loads. Hilti offers several screw fasteners designed for attachment of gypsum wallboard to light gauge steel framing. Gypsum wallboard is not a suitable material for use with power-actuated fasteners.

2 . 1. 5 L ig h t G a u g e S t e e l F r a m i n g Light gauge steel framing uses cold-formed steel sections for the construction of walls, floors and roofs. The framing members have industry standard dimensions similar to wood framing studs. There are a large variety of shapes and sizes available for both residential and commercial markets. Framing members are generally produced in C-sections with thicknesses of 12 to 25 GA (0.1017 inch to 0.0188 inch) and varying widths. Other specialized shapes and connection components are also available from a variety of manufacturers. Design of light gauge steel framing is done in accordance with the American Iron and Steel Institute (AISI) Cold-Formed Steel Design Manual. Power-actuated fasteners and self-drilling screws are commonly used in light gauge steel construction. Poweractuated fasteners are used to attach the light gauge steel to concrete and steel base materials. Self-drilling screws are

used to attach light gauge steel components as part of larger assemblies or systems. Fasteners are typically evaluated without the steel elements. The elements should be evaluated separately based on applicable AISI design requirements. In some instances, such as steel deck diaphragms, deflection slip clips and perimeter wall track at edge of slab, power-actuated fasteners have been tested with the light gauge steel components as a system assembly and the corresponding data is provided in this Product Technical Guide.

2 . 1. 6 S t e e l Structural steel is a critical building component which serves as the main structural support in many structures. Iron ore is processed and combined with other elements to produce different types of steel. Reference to a particular type of steel is usually made by ASTM standard. For example, ASTM A36 is the specification for what is usually referred to as A36 steel. Steel is hot-rolled into structural shapes that are available in different grades, with the grade corresponding to the yield strength. Common grades of structural steel include ASTM A36, which has a minimum yield strength of 36 ksi and ASTM A572, which is available in grades 42, 50, 55, 60 and 65. ASTM A992 is a high strength steel used extensively for wide flanged shapes. The strength of steel is very important when selecting a power actuated fastener. The strength and thickness determine the resistance that must be overcome when setting the fastener. The power required to drive a fastener must be greater than the resistance. If the power and resistance are too high, the fastener could be damaged during the setting process. This is referred to as exceeding the application range for the fastener. For a given fastener, the application range is determined by its length, diameter, material strength and hardness.

2 . 1. 7 W o o d S t r u c t u r a l P a n e l s The wood structural panels are structural wood materials, plywood or OSB (Oriented Strand Board) used as part of shear walls with cold-formed steel framing members. Plywood is the original structural wood panel composed of thin sheets of veneer or plies which form the plywood in layers. OSB is manufactured through compressed strands arranged in layers of generally three or five. American Plywood Association performance standards set the minimum requirements for the manufacturing of the wood structural panels for the end use. Common thicknesses of the wood structural panels for shear wall sheathing are 3/8, 7/16, 15/32, 1/2, 19/32, 5/8, 23/32 and 3/4 inch. Wood structural panels shall comply with a national product standard such as DOC (US Department of Commerce) PS-1 or PS-2. Wood structural panels are available in different sizes and the most common size is 4 ft by 8 ft.



2 .2 Ev a lu a t io n o f Te s t D a t a 2 . 1. 8 P r e - t e n s i o n e d / P r e -s t r e s s e d C o n c r e t e

2 .2 .1 D e v e lo p in g F a s t e n e r P e r fo r m a n c e D a t a

Pre-tensioned / prestressed concrete is concrete that is cast around already tensioned tendons or strands. This method produces a good bond between the tendon and concrete, which both protects the tendon from corrosion and allows for direct transfer of tension. The cured concrete adheres and bonds to the bars and when the tension is released it is transferred to the concrete as compression by static friction. Most pre-tensioned / prestressed concrete elements are prefabricated in a factory and must be transported to the construction site, which limits their size.

Power-actuated fastener testing at Hilti is conducted in accordance with ASTM E 1190 Standard Test Methods for Strength of Power-Actuated Fasteners Installed in Structural Members unless otherwise noted in the corresponding load tables. Because of the wide variation in possible concrete reinforcing configurations found in construction, testing is typically performed in unreinforced concrete, which gives conservative results.

Pre-tensioned / prestressed concrete poses a unique problem when power-actuated fasteners installed at deeper embedments (>1") are used. Installing into the concrete is typically not recommended unless a precise knowledge of the location of the tendons is known. Since locating the tendons can be tedious and expensive, and because typically, the clear cover over the tendons is known, power-actuated fasteners with embedments of less than the clear cover distance typically do not interfere with the tendons or strands.

2 . 1. 9 B o n d e d P o s t - t e n s i o n e d Concrete Bonded post-tensioned concrete is a term used for a method of applying compression after pouring concrete and the curing process. This method is commonly used to create monolithic slabs. Slabs are created in-situ versus being manufactured at a plant. The same considerations for avoiding post-tensioning strands should be considered when using power-actuated fasteners.

2 . 1. 10 A d m i x t u r e s Chemical admixtures are the ingredients in concrete other than Portland cement, water and aggregate that are added to the mix immediately before or during mixing. Chemical admixtures are used to enhance the properties of concrete and mortar in the plastic and hardened state. These properties may be modified to increase compressive and flexural strength at all ages, decrease permeability and improve durability, inhibit corrosion, reduce shrinkage, accelerate or retard initial set, increase slump and workability, improve pumpability and finishability, increase cement efficiency, and improve the economy of the mixture. An admixture or combination of admixtures may be the only feasible means of achieving the desired results.

There are two methods of developing allowable loads; (1) apply an appropriate safety factor to the mean ultimate load as determined from a given number of individual tests, or (2) apply a statistical method to the test data which relates the allowable working load to the performance variability of the fastening.

2 . 2 . 2 A ll o w a b l e L o a d s Historically, allowable loads for power-actuated fasteners were derived by applying a safety factor to the average ultimate value of test results. This approach is characterized by Eq. 2.2.1. Eq. 2.2.1 Fall = F v Where: F = mean of test data (population sample) v = safety factor Statistical safety factors for power-actuated fasteners are generally calculated using ICC-ES AC70. The statistical safety factor is assumed to cover expected variations in field installation conditions and variation in power-actuated fastener performance from laboratory tests. Note that statistical safety factors calculated per ICC-ES AC70 account for test data coefficient of variation, (i.e., each data point has its own safety factor based on the variability in the test data).

Testing of power-actuated fasteners is performed in concrete without admixtures. Designers should take into consideration the affects of admixtures to the concrete when determining the applicability of particular power-actuated fasteners.



C o r r o s io n 2 .3 2 .3 .1 T h e C o r r o s io n P r o c e s s Corrosion is defined as the chemical or electrochemical reaction between a material, usually a metal, and its environment that produces a deterioration of the material and its properties (ASTM G 15). The corrosion process can be very complex and have many contributing factors that lead to immediate or delayed destructive results. In anchorage and fastener design, the most common types of corrosion are direct chemical attack and electro-chemical contact.

2 .3 .2 T y p e s o f C o r r o s io n 2 .3 .2 .1 D ir e c t C h e m ic a l A t t a c k Corrosion by direct chemical attack occurs when the base material is soluble in the corroding medium. One method of mitigating these effects is to select a fastener that is not susceptible to attack by the corroding chemical. When selection of a base metal compatible with the corroding medium is not possible or economical, another solution is to provide a coating that is resistant to the corroding medium. These might include metallic coatings such as zinc or organic coatings such as epoxies or fluorocarbons.

2 .3 .2 .2 E le c t r o c h e m ic a l C o n t a c t C o r r o s io n All metals have an electrical potential relative to each other and have been ranked accordingly to form the “electromotive force series” or galvanic series of metals. When metals of different potential come into contact in the presence of an electrolyte (moisture), the more active metal with more negative potential becomes the anode and corrodes, while the other metal becomes the cathode and is galvanically protected. The severity and rate of attack will be influenced by:

a. Relative position of the contacting metals in the galvanic series, b. Relative surface areas of the contacting materials and, c. Conductivity of the electrolyte.

Galvanic Series of Metals and Alloys

Corroded End (anodic, or least noble) Magnesium Magnesium alloys Zinc Aluminum 1100 Cadmium Aluminum 2024-T4 Steel or Iron Cast Iron Chromium-iron (active) Ni-Resist cast iron Type 304 Stainless (active) Type 316 Stainless (active) Lead tin solders Lead Tin Nickel (active) Inconel nickel-chromium alloy (active) Hastelloy Alloy C (active) Brasses Copper Bronzes Copper-nickel alloys Monel nickel-copper alloy Silver solder Nickel (passive) Inconel nickel-chromium alloy (passive) Chromium-iron (passive) Type 304 Stainless (passive) Type 316 Stainless (passive) Hastelloy Alloy C (passive) Silver Titanium Graphite Gold Platinum Protected End (cathodic, or most noble) Source: IFI Fastener Standards, 6th Edition



2 .3 C o r r o s i o n The effects of electro-chemical contact corrosion may be

2 . 3 . 3 C o r r o s i o n P r o t e c t io n

mitigated by:

The most common material used for corrosion protection of carbon steel fasteners is zinc. Zinc coatings can be uniformly applied by a variety of methods to achieve a wide range of coating thickness depending on the application. All things being equal, thicker coatings typically provide higher levels of protection.

a. Using similar metals close together in the electromotive force series, b. Separating dissimilar metals with gaskets, plastic washers or paint with low electrical conductivity. Materials typically used in these applications include: 1. High Density Polyethylene (HDPE) 2. Polytetrafluoroethylene (PTFE) 3. Polycarbonates 4. Neoprene / chloroprene 5. Cold galvanizing compound 6. Bituminous coatings or paint Note: Specifiers must ensure that these materials are compatible with other anchorage components in the service environment. c. Selecting materials so that the fastener is the cathode, most noble or protected component, d. Providing drainage or weep holes to prevent entrapment of the electrolyte

2 .3 .2 .3 H y d r o g e n A s s is t e d S t r e s s C o r r o s io n Cracking Often incorrectly referred to as hydrogen embrittlement, hydrogen assisted stress corrosion cracking (HASCC) is an environmentally induced failure mechanism that is sometimes delayed and most times occurs without warning. HASCC occurs when a hardened steel fastener is stressed (loaded) in a service environment which chemically generates hydrogen (such as when zinc and iron combine in the presence of moisture). The potential for HASCC is directly related to steel hardness. The higher the fastener hardness, the greater the susceptibility to stress corrosion cracking failures. Eliminating or reducing any one of these contributing factors (high steel hardness, corrosion or stress) reduces the overall potential for this type of fastener failure. Hydrogen embrittlement, on the other hand, refers to a potential damaging side effect of the steel fastener manufacturing process, and is unrelated to project site corrosion. Hydrogen embrittlement is neutralized by proper processing during fastener pickling, cleaning and plating operations, specifically by “baking” the fasteners after the application of the galvanic coating.

An estimating table for the mean corrosion rate and service life of zinc coatings in various atmospheres is provided below. These values are for reference only, due to the large variances in the research findings and specific project site conditions, but they can provide the specifier with a better understanding of the expected service life of zinc coatings. In controlled environments where the relative humidity is low and no corrosive elements are present, the rate of corrosion of zinc coatings is approximately 0.15 microns per year. Zinc coatings can be applied to fasteners by different methods. These include (in order of increasing coating thickness and corrosion protection): a. ASTM B 633 – Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel b. ASTM B 695 – Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel c. ASTM A 153 – Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware d. Sherardizing Process – Proprietary Diffusion Controlled Zinc Coating Process Atmosphere

Mean Corrosion Rate

Industrial Urban Non-Industrial or Marine Suburban Rural Indoors

5.6 μm / year 1.5 μm / year 1.3 μm / year 0.8 μm / year Considerably less than 0.5 μm / year

Source: ASTM B 633 Appendix X1. Service Life of Zinc



C o r r o s io n 2 .3 2 .3 .3 .1 S u g g e s t e d C o r r o s io n Resistance Use of SAE 316 stainless steel in environments where pitting or stress corrosion is likely should be avoided due to the possibility of sudden failure without visual warning. Fastenings in these applications should be regularly inspected for serviceability condition. See chart below. Corrosion Resistance

Typical Conditions of Use

Phosphate and Oil Coatings (Black Oxide) Zinc electro-plated 5 – 10 μm (ASTM B 633, SC 1, Type III) Organic Coatings – Kwik Cote ≥ 17.8 μm Mechanically deposited zinc coating 40 – 107 μm

• Interior applications without any particular influence of moisture • Interior applications without any particular influence of moisture • If covered sufficiently by noncorrosive concrete • Interior applications in damp environments and near saltwater (ASTM B 695) • Exterior applications in only slightly corrosive atmospheres

Hot-Dip Galvanizing (HDG) > 50 μm (ASTM A 153)

Sherardizing Process > 50 μm Stainless Steel • Interior applications where (AISI 303 / 304) heavy condensation is present • Exterior applications in corrosive environments Stainless Steel (AISI 316) • Near saltwater • Exterior corrosive environments

2 . 3 . 5 H i lt i D i r e c t Fa s t e n in g S ys t e m s 2 .3 .5 .1 P o w e r - Ac t u a t e d Fasteners Hilti carbon steel power-actuated fasteners are typically zinc plated to a minimum thickness of 5 μm for limited corrosion resistance and intended for interior, dry condition use. Another method used to resist corrosion for the Hilti carbon steel ENP series decking fasteners is the use of the stainless steel SDK2 sealing cap with an integrated neoprene seal. Please reference Section 3.5.1.3.1. Hilti also manufactures stainless steel X-CR powder-actuated nails and threaded studs. The X-CR fasteners are made from a proprietary material with corrosion resistance equivalent to AISI 316 material, but with higher strength and hardness. Because carbon steel power-actuated fasteners are hardened, they can be susceptible to HASCC. It is, therefore, important to evaluate the suitability of the application prior to use, if the environment may be corrosive. If in doubt, stainless steel X-CR fasteners are recommended.

2 .3 .5 .2 S c r e w F a s t e n e r s Reference Section 3.6.1.6 for corrosion guidelines for screw fasteners. Hilti carbon steel screw fasteners are available with three different types of coatings:

2 .3 .4 T e s t M e t h o d s

a. Phosphate and oil (black oxide)

Various test methods have been used in the development of Hilti fastening systems to predict performance in corrosive environments. Some of the internationally accepted standards and test methods used in these evaluations are:

b. Zinc electroplated

a. ASTM B 117 Standard Practice for Operating Salt Spray (Fog) Apparatus b. ASTM G 85 Standard Practice for Modified Salt Spray (Fog) Testing c. ASTM G 87 Standard Practice for Conducting Moist SO2 Tests d. DIN 50021 – SS Salt Spray Testing (ISO 3768) e. DIN 50018 2,0 Kesternich Test (ISO 6988) Testing in a Saturated Atmosphere in the Presence of Sulfur Dioxide

c. Kwik-Cote Black oxide offers the lowest resistance to corrosion and generally restricts use to interior finishing applications. Hilti Kwik-Cote is a proprietary co-polymer organic coating that helps protect against galvanic corrosion in a manner similar to zinc. Zinc electroplating is in accordance with ASTM B 633 SC 1 Type III to a minimum thickness of 5 μm. Hilti provides the proprietary Kwik-Cote organic coating on certain types of standard carbon steel screws and all Kwik-Flex screws. Bi-metal Kwik-Flex stainless steel screws (300 series) and sealing washers are available on a special order basis. Warning: Because of the potential for HASCC failures, standard hardened carbon steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For screws that are resistant to HASCC, consider using Hilti Kwik-Flex screws or Hilti Bi-Metal Kwik-Flex Screws.



2 .3 C o r r o s i o n 2 .3 .6 A p p lic a t io n s It is difficult to offer generalized solutions to corrosion problems. An applications guide can be useful as a starting point for fastener material selection. The specifier should also consult: a. Local and national building code requirements (e.g., IBC, IRC) b. Standard practice manuals for specific types of construction (e.g., ACI, PCI, AISC, PCA, CRSI, AASHTO, NDS / APA) c. Manufacturers of structural components d. Hilti technical support

2 .3 .6 .1 G e n e r a l A p p lic a t i o n s

8

Application

Conditions

Fastener Recommendations

Structural steel components to concrete & masonry (interior connections within the building envelope not subjected to free weathering) 1, 2

Interio r applic ations without condensatio n

Galvanic zin c plating

Interior applications with occasional condensation

HDG or Duplex Coated

Structural steel components to concrete & masonry (exterior connections subjected to free weathering)1,2

Slightly corrosive environments


Highly corrosive environments

Stainless steel

Zinc coated or painted metal decking to steel beam / joist connections with roof membrane or cover3, 4, 5

Interior applications without condensation

Galvanic zinc plating or Kwik-Cote

Exposed deck applications subject to free weathering3, 4, 5

With sealing washers (SDK2)

Galvanic zinc plating

Without sealing washers (SDK2)

X-CR

Composite deck applications (steel connections with concrete overlayment) 1

Covered sufficiently by non-corrosive concrete


Insulation fastenings / EIFS fastenings 6

Applications without condensation


Applications with condensation

X-CR

Temporary formwork, erection bracing and shortterm scaffolding

Interior applications


Exterior applications


Parking garages / parking decks subject to periodic application of de-icers including chloride solutions7

Non-safety critical

HDG, Duplex Coated or X-CR1

Safety critical

Stainless steel1

Road / bridge decks subject to periodic application of de-icers including chloride solutions

Non-safety critical


Safety critical

Stainless steel

1 2 3 4 5 6 7 8

Refer to ACI 318 Chapter 4 – Durability Requirements Refer to ACI 530.1 Section 2.4F – Coatings for Corrosion Protection Refer to SDI “A Rational Approach to Steel Deck Corrosion Protection” Refer to Factory Mutual Approval Standard Class No. 4450 Section 5.4 Refer to Factory Mutual Approval Standard Class No. 4470 Section 5.6 Refer to ICC Evaluation Services Acceptance Criteria 24 – Exterior Insulation and Finish Systems Refer to PCI Parking Structures: Recommended Practice for Design & Construction – Chapters 3, 5 and Appendix General guidelines address environmental corrosion (direct chemical attack). Additional considerations should be taken into account when using hardened steel fasteners susceptible to HASCC. The reference to "non-safety critical" is intended to distinguish applications where failure of the attachment will not create any potential safety risks or significant damage.



C o r r o s io n 2 .3 2 .3 .6 .2 S p e c ia l A p p lic a t i o n s These application charts are offered as general guidelines. 4 Site specific conditions may influence the decision. Application

Conditions

Fastener Recommendations

Aluminum fastenings (flashing / roofing accessories, hand rails, grating panels, sign posts and miscellaneous fixtures)

Interior applications without condensation


Exterior applications with condensation

Stainless steel, X-CR

Water treatment

Not submerged

HDG, Duplex Coated or Stainless steel

Submerged

Stainless steel 2

Not submerged

HDG, Duplex Coated or Stainless steel

Submerged

Stainless steel 2

Waste water treatment

Marine (salt water environments, shipyards, docks, Non-safety critical or temporary connections off-shore platforms) High humidity with the presence of chlorides – splash zone Indoor swimming pools

Pressure / chemically treated wood 3 Power plant stacks / chimneys Tunnels (lighting fixtures, rails, guardposts) 1 2 3 4

HDG, Duplex Coated or X-CR Stainless steel1

On the off-shore platform or rig

Stainless steel or X-CR

Non-safety critical

HDG or Duplex Coated, X-CR

Safety critical or subjected to high concentrations of soluble chlorides

Stainless steel1

Above grade

HDG

Below grade

Stainless steel, X-CR

Non-safety critical

HDG or Stainless steel

Safety critical or subjected to high

Stainless steel, X-CR1

Non-safety critical

HDG, Stainless steel or X-CR

Safety critical

Stainless steel1

Steel selection depends on safety relevance Must electrically isolate fastener from contact with concrete reinforcement through use of adhesive or epoxy anchoring system, gasket or plastic washer with low electrical conductivity Refer to APA Technical Note No. D485D and AF & PA Technical Report No. 7 General guidelines address environmental corrosion (direct chemical attack). Additional considerations should be taken into account when using hardened steel fasteners susceptible to HASCC. The reference to "non-safety critical" is intended to distinguish applications where failure of the attachment will not create any potential safety risks or significant damage.


Direct Fastening Systems

3 . 1 D i r e c t F a s t e n i n g T e r m i n o l o g y & A p p l ic a t i o n s 3 . 1. 1 D i r e c t F a s t e n i n g T e r m i n o l o g y DX = Hilti Powder-Actuated Direct Fastening Systems

Steel Deck Fastening Systems1

GX = Hilti Gas-Actuated Fastening Systems

t f

=

Characteristics of Steel and Other Metals Fu F y

flange

thickness of beam or bar joist for s teel deck fastening applications, in. (mm)

= specified minimum ultimate tensile strength of metals, ksi (MPa)

F

= diaphragm flexibility factor, in. / lb (mm x 10 -6 / N)

G’

= diaphragm shear stiffness lb / in. (N / mm x 10 -6 )

= specified minimum yield strength of metals, ksi (MPa)

q

= allowable diaphragm shear, plf (N / mm)

Q f

= fastener strength, panel to frame, lb (kN) = fastener flexibility factor, panel to frame, in. / kip (mm / kN)

Characteristics of Concrete and Masonry fc

= concrete compressive strength as measured by testing of cylinder, psi (MPa)

S f

f’c

= specified concrete compressive strength, psi (MPa)

X-HVB Shear Connector

Fastening Details

hr

= nominal rib height, in. (mm)

cmin = minimum edge distance, in. (mm)

Hs

= connector height, in. (mm)

dnom = nominal fastener shank diameter, in. (mm)

Nr

= number of connectors in one rib

q

= allowable shear strength, lb (kN)

Qn

= nominal shear strength, lb (kN)

Rg

= coefficient to account for group effect

Rp

= position effect factor for shear connectors

wr

= average width of rib, in. (mm)

D

= thread diameter for threaded studs, in. (mm)

hET = penetration of the fastener point below the top

surface of the base material, in. (mm) hNVS = nailhead stand-off above the surface fastened

into. For nails, this is the surface of the fastened material. For threaded studs, the surface of the base material, in. (mm) Ls

Y con = distance from top of steel beam to top

of concrete slab, in. (mm)

= shank length of fastener, in. (mm)

Screw Fastening Systems2

smin = minimum fastener spacing, in. (mm)

= length of screw, in. (mm)

tI

= thickness of the fastened material, in. (mm)

L

Σ tI

= total thickness of the fastened material, where more than one layer fastened, in. (mm)

MT = maximum thickness of all attachments to be

= thickness of the base material, in. (mm)

Pss = nominal shear strength (resistance) of screw, lb (kN)

tII

Tmax = maximum tightening torque, ft-lb (Nm)

fastened, including the base material, in. (mm)

P ts

= nominal tension strength (resistance) of screw, lb (kN)

1 More detailed definitions for Steel Deck Fastening Systems can be found on page 88. 2 Terminology for screw fastener head styles (e.g. hex washer head (HWH)) can be found on page 144.

Fastener Nomenclature Fastener Series1

Washer Type1 and Diameter (mm)

X-U 37 P8 MX

Stud Nomenclature 1. P = Plastic washer S = Steel washer D = Double washer (1 plastic, 1 steel) L = Double washer (both steel) DP = Double washer (both plastic) FP = Plastic ferrule and guide washer

Indicates Collated Fastener2 (strips of 10)

Shank Length (mm)

Thread Size (mm)

Thread Length (mm)

Washer Type1 and Diameter (mm)

X-W6 20 22 FP8 Shank Length (mm)

Thread Length

2. “MX" at the end of fastener name indicates fasteners collated in strips of 10

Washer

Shank Diameter

Shank Diameter

Washer

Thread Size


Direct Fastening Systems

D i r e c t F a s t e n i n g T e r m i n o l o g y & A p p l ic a t i o n s 3 . 1 3 . 1. 2 B e n e fi t s o f D ir e c t F a s t e n i n g S y s t e m s Power-actuated fastening systems are recognized as a safe, acceptable and cost effective method of making instantaneous fastenings into various construction base materials such as concrete, steel and masonry. Poweractuated fastening technology uses either powder cartridges (blank cartridges) or compressed gas canisters. Without the need for external power sources, it is portable, fast and lightweight allowing for reliable fastenings in dif ficult access areas on today’s construction sites.

Screw fastening systems are commonly used for the attachment to cold-formed steel members. Self-drilling screws allow for direct attachment without the need for additional equipment such as a drill bit or welding machine making screw fastening portable, fast and lightweight. A key benefit to using direct fastening systems is increased productivity for the end user due to the speed of making fastenings vs. drilling and anchoring or welding. Fastenings are easily inspected and suitable for all trades in a variety of applications.

3 . 1. 3 C o m m o n D i r e c t F a s t e n i n g A p p l i c a t i o n s General Fastenings to Concrete

General Fastenings to Steel

Reference Sections 3.2.2, 3.2.3 and 3.2.8

Reference Sections 3.2.2, 3.2.3 and 3.2.9

Wood Panel Sheathing

Interior Partition Walls (Drywall)

Wood Sill Plate Attachment

Reference Section 3.2.5



Electrical Grounding

Pipe Hangers

Cable & Conduit Attachment


Thermal Insulation Attachment


Ceiling Hangers

Reference Section 3.3


Steel Deck Attachment


Perimeter Wall Applications - De flection Slip Clips - Steel Framing Track



Grating & Checkerplate Attachment


Steel Deck Sidelap Attachment

Light Steel Framing Connections

Reference Sections 3.5 and 3.6



General Construction Fastening Systems

3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n 3 . 2 . 1. 1 F a s t e n i n g t o C o n c r e t e 3 . 2 . 1. 1. 1 G e n e r a l S u i t a b i li t y When a powder or gas-actuated fastener is driven into concrete, the concrete around the fastener shank is displaced. This displaced concrete compresses against the shank creating a friction hold. In addition, heat generated during the driving process causes a sintering of the concrete to the fastener.

A fastener driven into concrete is influenced by the following factors:

Sintering Zone

Compression Zone

• Depth of penetration • Compressive strength of the concrete • Fastener spacing and edge distance Fastener point magnified at sintering zone

• Fastener shank diameter • Concrete aggregate

3 . 2 . 1. 1. 2 D e p t h o f P e n e t r a t i o n i n t o C o n c r e t e Generally, as the fastener penetration increases, so does the load capacity (1). However, a penetration depth which is too shallow or too deep may cause an increase in fastening failure (2). Depth of Penetration Guide1 Material

Sprinkler Installations with W10 Stud Only

Typical 3 / 4" to 1"

Concrete block and joints

–

(19 to 25 mm)

Average concrete (2000-4000 psi)

3 / 4" to 1-1 / 4"

1" to 1-5 / 8"

(19 to 32 mm)

(25 to 41 mm)

3 / 4" to 1" Precast or prestressed concrete (5000 psi +) (19 to 25 mm)

1" to 1-1 / 4"

(25 to 32 mm)

1 For allowable load capacities at specific embedment depths refer to specific product sections.

3 . 2 . 1. 1. 3 C o m p r e s s i v e S t r e n g t h o f C o n c r e t e / A g g r e g a t e H a r d n e s s Generally, as the concrete compressive strength increases, so does the fastener’s load capacity (1). However, very high compressive strength and aggregate hardness decrease the possibility of making a successful fastening (2). Concrete Compressive Strength Optimum

2000 – 6000 psi (14-41 MPa)

Maximum

8500 psi (55 MPa)*

* May require predrilling with DX-Kwik system (Section 3.2.1.1.10)

3 . 2 . 1. 1. 4 F a s t e n e r S p a c i n g , Ed g e D i s t a n c e & B a s e M a t e r i a l T h ic k n e s s R e q u i r e m e n t s f o r C o n c r e t e Nail Shank Diameter dnom in. (mm)

Cmin in. (mm) Smin in. (mm)

0.118

(3.0) (X-GN)

2-3 / 8 (60)

2-3 / 8 (60)

0.138

(3.5) (X-C)

2-3 / 4 (70)

2-3 / 4 (70)

0.145

(3.7) (X-CR)

2-3 / 4 (70)

2-3 / 4 (70)

0.157

(4.0) (X-U)

2-3 / 4 (70)

2-3 / 4 (70)

0.177

(4.5) (X-AL-H) 2-3 / 4 (70)

2-3 / 4 (70)

0.177

(4.5) (DS)

3-1 / 8 (80)

0.205

(5.2) (W10)

3-1 / 8 (80) 4

(104)

4

Smin

Cmin

n o i f t o a r t h t e p n I I e e t D P

C min = Min. Edge Distance1 S min = Min. Fastener Spacing 2 t II = Min. Concrete Thickness = 3 x Fastener Penetration Depth3 1 Unless otherwise noted in corresponding load tables (e.g. sill plate application). 2 Unless otherwise noted in corresponding load tables (e.g. perimeter wall applications).

(104)

3 . 2 . 1. 1. 5 M a x i m u m T i g h t e n i n g T o r q u e Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Concrete, ft-lb (Nm)

3 Unless otherwise noted in corresponding load tables (e.g. lightweight concrete over metal deck applications).

Stud Type X-W6

X-CR W6

W10

3.0 (4.0)

3.0 (4.0)

4.5 (6.0)

16 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011


G e n e r a l C o n s t r u c t i o n F a s t e n e r D e s i g n & S e l e c t io n 3 . 2 . 1

3 . 2 . 1. 1. 6 F a s t e n e r L o c a t i o n s w h e n I n s t a l li n g i n t o L i g h t w e i g h t Concrete over M etal Deck Hilti Power-Driven Fastener 3,000 psi Lightweight Concrete

12"

min. 3-1/4" 3" 4-1/2" min.

Direction of shear load on fastener

Form Deck Lower Flute Location

4-1/2" min.

7-1/4" min.

1-1/8" Min. Edge Distance

Upper Flute Location

Direction of tension load on fastener

Figure 1 – Hilti Fastener Location in 3" Deep Composite Floor Deck Normal Deck Pro file Orientation

Hilti Power-Driven Fastener 6"

3,000 psi Lightweight Concrete


Form Deck Upper Flute Location Lower Flute Location


7/8" Edge Distance

1-3/4"

min. 2-1/2"

1-1/2"

2-1/2" 3-1/2"

Figure 2 – Hilti Fastener Location in 1-1 / 2" Deep Composite Floor Deck Normal Deck Pro file Orientation

Hilti Power-Driven Fastener 6"

3,000 psi Lightweight Concrete

Form Deck


Upper Flute Location Lower Flute Location


1-3/4" Edge Distance

min. 2-1/2"

1-3/4"

1-1/2"

3-1/2"

Figure 3 – Hilti Fastener Location in 1-1 / 2" Deep Composite Floor Deck Inverted Deck Pro file Orientation

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011 17


3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n 3 . 2 . 1. 1. 7 B e n d i n g M o m e n t s o n P o w e r - A c t u a t e d F a s t e n e r s in C o n c r e t e Bending moments on power-actuated fasteners installed in concrete and masonry base materials can be minimized through proper design detailing and installation practice. Proper design should include redundancy with multiple fastening points instead of single-point fastenings, in order to distribute bending moment effects among multiple fasteners. Installation of threaded rod coupler hangers on powderactuated threaded studs should be done with the coupler run down over the stud shank and in contact with the concrete or masonry base material as depicted in the figure below. Care should be taken not to exceed the maximum torque discussed in Section 3.2.1.1.5. Arrangements to reduce or prevent moment on shank:

Although no design equations are provided for determining equivalent bending moment loads on power-actuated fasteners, recommended allowable bending moments for threaded stud fasteners are provided in Section 3.2.8 based on testing with a safety factor of 2:1 for static loading. Relatively small bending moments can contribute to a significant reduction in the overall fastening capacity and must be checked by the engineer.

Arrangement causing moment to act on shank:

Non-symmetric arrangement: • Moment on fastened part • Prying effect must be considered in determining loads acting on fastener

Coupler not tight against concrete Coupler tight against concrete

3 . 2 . 1. 1. 8 C o m b i n e d L o a d i n g o f P o w e r - A c t u a t e d F a s t e n e r s in C o n c r e t e Combined loading of power-actuated fasteners installed in concrete can be treated with exponent α = 1 unless otherwise provided for the speci fic application (e.g. ceiling clips with power-actuated fasteners subjected to 45° loading).

(Ns / Nrec )α + (Vs / Vrec )α ≤ 1.0 where: Ns = Applied Tension Load Vs = Applied Shear Load

N rec = Allowable Tension Load V rec = Allowable Shear Load

3 . 2 . 1. 1. 9 F a s t e n e r C l a m p i n g & N a i l h e a d S t a n d - O f f Power-actuated fastenings must be thought of in terms of a fastening system consisting of the power-actuated tool, cartridges or gas canister energy source and the fastener itself. Not all power-actuated fastening systems can achieve adequate embedment and proper clamping of the fastened part to the base material. The installer should start with the lowest power regulation and cartridge and work up until tight clamping is achieved. During installation of the fastener, the plastic guidance washer may be removed completely, partially or remain intact. Any of these scenarios would be considered acceptable, provided the attached material is clamped tightly to the base material and the speci fied embedment is achieved.

Installers should never “double-shoot” fastenings with excessive nail head stand-off in order to drive them deeper. This can create a safety hazard and break the bond or sintering between the fastener shank and the base material.



G e n e r a l C o n s t r u c t i o n F a s t e n e r D e s i g n & S e l e c t io n 3 . 2 . 1 3 . 2 . 1. 1. 10 D X K w i k S y s t e m 3 . 2 . 1. 1. 10 . 1 P r o d u c t D e s c r i p t i o n DX-KWIK is a method of fastening into concrete that combines the speed and portability of powder-actuated fastenings with the performance and consistency of anchors. The DX-KWIK System requires a shallow, small diameter hole to be drilled into the concrete, then a powderactuated fastener is driven through the hole into the concrete. Product Features

Two very important fastening principles are achieved by using the DX-KWIK System:

• The fastener obtains its holding power in the concrete deeper than standard powder-actuated fastenings without pre-drilling

DX-KWIK Fasteners

• Concrete stresses are distributed deeper below the concrete surface DX-KWIK System Advantages

• Higher allowable loads • Ability to fasten into high-strength concrete • Virtually eliminates concrete surface spalls

TE 7 A Rotary Hammer Drill

• More consistent fastening

DX 460 Powder-Actuated Fastening Tool

DX-Kwik

Anchor

Standard DX

3 . 2 . 1. 1. 10 . 2 I n s t a l l a t i o n I n s t r u c t i o n s

23 mm*

5 mm Ø

1. Drill a hole into the

2. Insert the special high

concrete using a TX-C 5 / 23 special DX-KWIK Bit.

strength fastener into the DX tool leaving the fastener point protruding out.

3. Using the required

cartridge power drive the fastener into the concrete.

Note:

* 18 mm is typical drill depth. A 23 mm bit is used for drilling through sheet metal and concrete simultaneously. • Typically, DX-KWIK Fasteners are 47 mm minimum in length. • As of publication date, only X-U series fasteners have been tested. Reference Section 3.2.2.3 for allowable load capacity table.



3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n 3 . 2 . 1. 2 F a s t e n i n g t o S t e e l 3 . 2 . 1. 2 . 1 G e n e r a l S u i t a b i l i t y When a powder or gas-actuated fastener is driven into steel, the steel around the fastener shank is displaced. This displaced steel flows back around the shank and into the knurling creating a keying hold or, in the case of smooth shank fasteners, a friction hold. In addition, the local heat generated during the driving process causes partial fusion of the fastener to the steel.

A fastener driven into steel is in fluenced by the following factors: • Base steel thickness • Tensile strength of base steel • Fastener spacing and edge distance • Fastener shank diameter

3 . 2 . 1. 2 . 2 F a s t e n e r S p a c i n g , Ed g e D i s t a n c e & B a s e M a t e r i a l T h ic k n e s s R e q u i r e m e n t s f o r S t e e l Cmin = Min. Edge Distance = 1 / 2" (12 mm)1 Smin

Smin = Min. Fastener Spacing without reduction in performance = 1" (25 mm)1 t II = Min. Base Steel Thickness = 1 / 8" (3 mm)

Cmin

t II

1 Unless otherwise noted (e.g. X-BT fastener)

3 . 2 . 1. 2 . 3 B a s e S t e e l T h i c k n e s s a n d F a s t e n e r D r i v in g D is t a n c e R e q u ir e m e n t s

r e w o P g n i d l o H

s s e n k c i h T l e e t S e s a B

Optimum Thickness 3 / 8" to 1 / 2" (10 to 12 mm)

Steel Thickness

Application Range for Standard Knurled Fasteners

Base Steel Tensile Strength (x1000) psi

Optimal holding power is obtained when fastener As the tensile strength of the base steel increases, point is driven to distance h ET. the thickness of the base steel suitable for DX/GX fastenings decreases.

Fastener Type

tI LS

hET

L S = hET + t I

LS

hET

X-U X-U 15 X-EW6H-xx-9 EDS X-EGN X-GHP X-EW10H-xx-14 DS X-S13 P8THP X-S16 P8TH X-CR X-AL-H

Recommended Driving Distance to Achieve Optimal Tension Capacity, h ET*

in. 0.394 - 0.551 0.464 - 0.539 0.315 - 0.433 0.472 - 0.669 0.315 - 0.433 0.315 - 0.630 0.512 - 0.630 0.669 - 1.063 0.394 - 0.472 > 0.433 > 0.394 0.591 - 1.063

mm 10 - 14 11 - 14 8 - 11 12 - 17 8 -11 8-16 13 - 16 17 - 27 10 -12 > 11 > 10 15 - 27

* The objective of this table is to ensure adequate through-penetration of the base steel. For load capacity of fasteners without throughpenetration, refer to corresponding allowable load table and applicable footnotes for more details. 20 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011


G e n e r a l C o n s t r u c t i o n F a s t e n e r D e s i g n & S e l e c t io io n 3 .2 .1 3 . 2 . 1. 2 . 4 R e c o m m e n d e d F a s t e n e r L e n g t h s f o r A t t a c h in in g W o o d t o S t e e l B a s e M a t e r i a l X-U

DS

X-AL-H

s s d e ) o n m o k m c ( i W h T

Applica App lication tion Limi Limitt X-U Fast Fastener eners s Applica App lication tion Limi Limitt Fasteners

Up to 1 / 4" 4" (6 mm)

5 / 16" 1 6" (8 (8 mm) mm) 3 / 8" 8 " (10 (10 mm) mm) 7 / 16" 16" (11 (11 mm) mm) 1 / 2" 2" (12 mm)

Base Material Thickness Notes: 1 X-U, DS or X-AL-H up to 62 mm long may be used in base base steel up to 1 / 4" 4" (6 mm) thick. 2 If the application limit is exceeded, exceeded, shank buckling buckling can occur. 3 Numbers in and represent fastener shank length in mm. 4 Based upon a base steel tensile strength (Fu ) of less than or equal to 70 ksi.

3 . 2 . 1. 2 . 5 R e c o m m e n d a t i o n s f o r A t t a c h i n g S t e e l t o S t e e l B a s e M a t e r ia l ) m m 3 ( . n i 8 / 1

1 Directly fastened fastened material material ≤ 1 / 8" 8" thick usually deforms with the displaced base material. This allows a tight fit between the fastened steel and base material without the need for pre-drilling.

≤ I

t

3 . 2 . 1. 2 . 6 M a x i m u m T i g h t e n i n g T o r q u e Tightening-Torque

Tmax

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Steel, ft-lb (Nm) Stud Type

Tmax

X-EW6H

3.0

(4.1)

X-EM8H

8.0

(10.8)

X-EW10H

11.0

(14.9)

X-CRM8

6.0

(8.1)

X-BT W6, W10 & M8 (8.1) 6.0

Hilti, Inc. (US) 1-800-879-8000 1-800-879-8000 | www.us.hilti.com I en español español 1-800-879-5000 I Hilti (Canada) (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011 21


3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n 3 . 2 . 1. 2 . 7 B e n d i n g M o m e n t s o n P o w e r - A c t u a t e d F a s t e n e r s in S t e e l As with weld studs, studs, bending moments on power-actuated fasteners installed in steel can be minimized through proper design detailing and installation practice. Proper design should include redundancy with multiple fastening points instead of single-point fastenings, in order to distribute bending moment effects among among multiple fasteners. fasteners. Installation of threaded rod coupler hangers on powder-actuated threaded studs should be done with the coupler run down over the stud shank and in contact with the steel base material as depicted in the figure below. Care should be be taken not to exceed the maximum torque discussed in Section 3.2.1.2.6. Arrangements to reduce or prevent moment on shank:

Although no design equations are provided for determining determining equivalent bending moment loads on power-actuated fasteners, recommended allowable bending moments for threaded stud fasteners are provided in Section 3.2.9 based on testing with a safety factor of 2:1 for static loading Relatively small bending moments can contribute to a significant reduction in the overall fastening capacity and must be checked by the engineer.

Arrangement causing causing moment to act on shank:

Non-symmetric arrangement: • Moment on fastened part • Prying effect must be considered considered in determining loads acting on fastener

Coupler not tight against steel

Coupler tight against steel

3 . 2 . 1. 2 . 8 C o m b i n e d L o a d i n g o f P o w e r - A c t u a t e d F a s t e n e r s in S t e e l Combined loading of power-actuated fasteners installed in steel can be treated with exponent α = 1 unless otherwise provided for the speci fic application (e.g. powder-actuated fasteners for steel deck applications with diaphragm shear and tension uplift).

Hilti powder-actuated fasteners for attachment of steel decks (X-ENP-19 L15, X-EDN19 THQ12 and X-EDNK22 THQ12) have separate design equations for combined loading in the SDI Deck Diaphragm Design Manual, 3rd Edition (2006) and Appendix VI.

(Ns / N Nrec )α + (Vs / V Vrec )α ≤ 1.0 where: Ns = Applied Tension Load Vs = Applied Shear Load

Nrec = Allowable Tension Load V rec = Allowable Shear Load

3 . 2 . 1. 2 . 9 F a s t e n e r C l a m p i n g & N a i l h e a d S t a n d - O f f Power-actuated fastenings must be thought of in terms of Power-actuated a fastening system consisting of the power-actuated tool, cartridges or gas canister energy source and the fastener itself. Not all power-actuated fastening systems can achieve adequate embedment and proper clamping of the fastened part to the base material. The installer should start with the lowest power regulation and cartridge and work up until tight clamping is achieved. During installation of the fastener, the plastic guidance washer may be removed completely, partially or remain intact. Any of these scenarios would be considered acceptable, provided the attached material is clamped tightly to the base material and the recommended h ET as found in Section 3.2.1.2.3 is achieved.

Installers should never “double-shoo “double-shoot” t” fastenings with excessive nail head stand-off in order to drive them deeper. This can create a safety hazard and break the fusion bond between the fastener shank and the steel base material.

22 Hilti, Inc. (US) (US) 1-800-879-8000 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011


G e n e r a l C o n s t r u c t i o n F a s t e n e r D e s i g n & S e l e c t io io n 3 .2 .1 3 . 2 . 1. 3 P o w e r - A c t u a t e d F a s t e n e r S e l e c t i o n G u i d e Hilti Fastening Tool Fastener Notes: ● = Single M = Collated Fasteners (magazine required) P8 = 8 mm fastener guide required P10 = 10 mm fastener guide required Fastener

X-U Fastener

X-U MX Magazine

DS / EDS EDS Fastener

X-C Fastener

X-C MX Fastener Collated

2 7 E X D

5 3 X D

1 5 3 X D

6 3 X D

For universal, high quality fastenings to concrete and steel: perimeter wall applications, forming, underfloor, trunking, thin metal brackets, angles, etc.

●

●

High-volume, repetitive fastenings to concrete and steel: perimeter wall applications, forming installation, etc.

●

●

M

For fastening to concrete (DS) and steel (EDS): perimeter wall applications, forming, underfloor, trunking, installation straps, thin metal brackets, angles, etc. A standard quality fastener for fastenings to concrete and CMU block

6 7 X D

N 0 0 6 X D

Section Numbers

Page Numbers

●

3.2.2 3.2.3 3.2.4

27-32 33-35 36-40

M

3.2.2 3.2.3 3.2.4

27-32 33-35 36-40

3.2.2 3.2.4

27-32 36-40

●

3.2.2

27-32

M

3.2.2

27-32

P10

●

●

●

●

2011 Product Technical Guide

●

●

High volume repetitive fastenings to concrete and CMU block

X-CR Corrosion Resistant Fastener

Corrosion resistance equivalent to SAE 316 stainless steel for exterior or corrosive environments

X-AL-H High-Strength Fastener

For high performance fastening to high strength concrete and steel Note: Special drive piston is required

●

●

●

●

●

3.2.2

27-32

●

●

●

●

●

3.2.2

27-32

3.2.2

27-32

3.2.2

27-32

3.2.2

27-32

Fastenings to concrete and steel: forming, underfloor, trunking, installation straps, thin metal brackets, angles, etc.

X-CT Fastener Single & Collated

Removable fastenings for forming (concrete formwork, shuttering, etc)

BC Rebar Basket Clip

Rebar basket clip with pre-mounted fastener

c

0 5 4 X D

Application

M

X-NK Fastener c

0 6 4 X D

●

●

●

●

●

●

●

Available in Canada or by special order

Hilti, Inc. (US) 1-800-879-8000 1-800-879-8000 | www.us.hilti.com I en español español 1-800-879-5000 I Hilti (Canada) (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2011 23


3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n Hilti Fastening Tool Fastener Notes: ● = Single M = Collated Fasteners (magazine required) P8 = 8 mm fastener guide required

Fastener

X-GPN 37

X-S13 THP Fastener

X-U 15 Stepped-Shank Fastener

X-S16 Fastener

X-DW Fastener

X-GN / X-EGN Gas Fastener Collated

X-GHP Gas Fastener Collated

X-CF Fastener

X-CP Fastener

X-CR-L Fastener

2 7 E X D

5 3 X D

1 5 3 X D

6 3 X D

0 6 4 X D

E M 0 2 1 X G

0 2 1 X G

Application

Gas actuated fastener for attaching wood structural panels to cold-formed steel framing. Fastening of drywall track to steel

●

●

●

Fastening of light gauge steel to high strength steel. Available with or without collapsible metal top hat washer. Collated magazine version is also available. Fastening of drywall track to steel

For attaching drywall track to concrete, CMU block or steel

Section Numbers

Page Numbers

3.2.5

41-42

●

●

●

3.2.2 3.2.6

27-32 43-46

●

P8

●

3.2.2 3.2.4 3.2.6

27-32 36-40 43-46

●

●

●

●

●

3.2.2 3.2.6

43-46

●

●

M

●

M

3.2.6

43-46

Gas-actuated fastener for attaching drywall track and light gauge steel to concrete, steel and CMU block

Gas-actuated hardened fastener specifically designed for attaching drywall track and light gauge steel to higher strength concrete. An economical fastener made specifically for repetitive 2x4 fastenings to concrete

2011 Product Technical Guide

●

●

3.2.2 3.2.6

27-32 43-46

●

●

3.2.2 3.2.6

27-32 43-46

●

●

●

3.2.7

47-48

Thick mechanically plated fastener made specifically for fastening treated sill plates to concrete

●

●

●

3.2.7

47-48

Stainless steel fastener made specifically for fastening treated sill plates to concrete

●

●

●

3.2.7

47-48



G e n e r a l C o n s t r u c t i o n F a s t e n e r D e s i g n & S e l e c t io n 3 . 2 . 1 Hilti Fastening Tool Fastener Notes: = Single ● M = Collated Fasteners (magazine required) P8 = 8 mm fastener guide required P10 = 10 mm fastener guide required Fastener

X-W6 – 1 / 4" Threaded Stud

2 7 E X D

5 3 X D

1 5 3 X D

6 3 X D

0 6 4 X D

E M 0 2 1 X G

N 0 0 6 X D

Application

Installation of electrical clips and clamps, lamps and lighting as well as switch boxes and control cabinets

P8

P8

P8

P8

P8

2011 Product Technical Guide Section Numbers

Page Numbers

3.2.8

49-51

3.2.8

49-51

3.2.9

52-54

3.2.9

52-54

3.2.9 3.2.10

52-54 55-59

Available in stainless steel

W10 – 3 / 8" Threaded Stud

Holder brackets, pipe hangers and cable trays, to concrete

X-EW6H – 1 / 4" Threaded Stud

Fastening of light brackets, electrical clamps, rings and channels to steel

P10

X-EW10H – 3 / 8" Threaded Stud

Fastening pipe hangers, cable trays, air ducts, brackets and channels to steel

X-BT Threaded Stud

Fastening pipe hangers, cable trays, air ducts, brackets and channels to steel. Also used as electrical grounding stud.

X-RH Rod Hanger

For suspending electrical metal tubing (EMT) from concrete or steel

X-HS Threaded Rod Hanger

For suspending ceilings, sprinkler pipes, mechanical (HVAC) and electrical components with 1 / 4" and 3 / 8" threaded rods

X-HS MX Threaded Rod Hanger

Hanger system using 1/4" threaded rod for light cable trays, etc.

X-EMTC / BX Conduit & Cable Clip

Thin wall conduit and armored cable clips with pre-mounted fasteners

X-EMTC / BX MX Conduit & Cable Clip

Thin wall conduit and armored cable clips for use with magazine tools

P8

P8

P8

P8

●

P8

P10

●

● BT Tool

●

●

●

●

●

3.2.11

60-64

●

●

●

●

●

3.2.11

60-64

3.2.11

60-64

3.2.11

60-64

3.2.11

60-64

●

●

●

●

●

●

●

●

●

●



3 .2 .1 G e n e r a l C o n s t r u c t io n F a s t e n e r D e s ig n & S e l e c t io n Hilti Fastening Tool Fastener Notes: ● = Single M = Collated Fasteners (magazine required) P8 = 8 mm fastener guide required

Fastener

2 7 E X D

5 3 X D

For stand-off conduit applications

X-ECH Cable Holder

For suspending cable from concrete or steel

For cable tie applications. To be used with magazine tools and non-Hilti supplied cable tie.

X-IE Insulation Fastener

For attaching EPS insulating boards to concrete and steel

X-SW Soft Washer

For fastening thin or easily damaged materials to concrete or steel

Steel Deck Fastening Systems

Self-Drilling Screw Fasteners

E M 0 2 1 X G

●

2011 Product Technical Guide Section Numbers

Page Numbers

3.2.11

60-64

3.2.11

60-64

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3.2.11

60-64

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3.2.11

60-64

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3.2.12

65-66

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3.2.12

65-66

Reference individual section for tool information.

3.3

67-76


3.4

77-87


3.5

88-141


3.6

142-162

For clamping cable to concrete or steel

X-ECT MX Cable Tie Fastener

Grating & Checkerplate Fastening Systems

0 6 4 X D

●

Note: Requires ECH adapter.

Ceiling Fastening Systems

6 3 X D

Application

X-EMTSC MX Stand-Off Conduit Clip

X-EKB MX Cable Clamp

1 5 3 X D

Note: Requires X-IE Conversion Kit

For hanging lay-in panel or acoustical suspended ceilings

For fastening grating and checkerplate for marine and industrial environments

For fastening steel deck panels to bar joists and structural steel, as well as steel deck panel to panel at the sidelap

For cold-formed steel connections and gypsum, wood and other materials to cold-formed steel

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G e n e r a l Ap p lic a t i o n F a s t e n e r s 3 .2 .2 3 .2 .2 .1 P r o d u c t D e s c r ip t i o n X-U* Premium Series Universal high

X-GN / X-GHP / X-EGN The collated

performance fastener designed for applications in both concrete and steel of either high strength or standard strength. Shank diameter is consistent through the fastener offering at 0.157". X-U fastener lengths range from 5 / 8" through 2-7 / 8" and are available as single fasteners (P8) or collated (MX) in strips of 10. Specific size single X-U fasteners can be pre-mounted with either 15 mm or 36 mm steel washers. There is also a metal “tophat" (TH) version as well for the 5 / 8", 3 / 4" and 1" lengths. All X-U fasteners have a unique twist knurling reaching 7 / 8" from the tip up the shank.

fastener line for Hilti’s gas-actuated tools. Designed for applications in Interior Finishing, Mechanical and Electrical Trades, these fasteners are used for fastenings in concrete and masonry (X-GN standard, X-GHP premium) and steel (X-EGN and X-GHP premium). For more details refer to Section 3.2.6 Drywall Track Fastening Systems.

X-C Standard Series The X-C series of

fasteners is a cost effective solution for applications in concrete and masonry and is best suited for concrete hardness less than or equal to 4000 psi. This fastener is not suited for fastening to steel base materials. Fastener lengths range from 3 / 4" through 2-7 / 8" with a shank diameter of 0.138". X-C fasteners are offered in a single (P8) fastener version as well as in collated (MX) strips of 10. Pre-mounted washers are also available in 23 mm and 36 mm diameters on speci fic length noncollated fasteners. X-S13 Steel Fastener The X-S13 is

a low cost fastener for steel. It has a 0.145" smooth shank diameter and is offered in a 1 / 2" length only. The X-S13 comes collated (MX) in strips of 10 or singly with a plastic “tophat” (THP). This fastener is ideally suited for fastening drywall track to standard strength steel and is discussed further in Section 3.2.6 Drywall Track Fastening Systems.

3.2.2.1

Product Description

3.2.2.2

Material Specifications

3.2.2.3

Technical Data

3.2.2.4

Ordering Information

DS / EDS Fastener Series The DS series

fastener is a high performance fastener of 0.177" shank diameter suitable for both concrete and steel applications. It is offered in a single fastener version only with a 10 mm dome head design and a 10 mm guidance washer. Available lengths are 3 / 4" through 4-5 / 8". Knurling is offered on 3 / 4" and 7 / 8" lengths; designated as EDS and ideally suited for steel applications.

X-U Universal Fastener*

X-U 15 Steel Fastener The X-U 15 is

a premium, high performance fastener designed specifically for attachments to steel (e.g. drywall track, tagging, etc.). It is offered in a 0.145" shank diameter and 5 / 8" length with a unique step shank design as either single fasteners with metal tophat or collated (MXSP) in strips of 10. X-CR Fastener Series X-CR is a

high performance, corrosion resistant fastener equivalent to SAE 316 stainless steel. This fastener is ideally suited for applications where corrosion is a concern whether on concrete or steel base materials. The X-CR is offered as a single (P8) fastener in lengths from 5 / 8" through 2-1 / 8". Shank diameter for these fasteners is 0.145" for shank lengths less than 1-3 / 4" and 0.157" for longer fasteners.

X-C

DS

X-CR

X-S13

EDS

X-U 15

Listings / Approvals ICC-ES (International Code Council)

ESR-2269 (X-U & X-U 15) ESR-1663 (DS, X-C, EDS, X-AL-H & X-CR) COLA (City of Los Angeles)

RR 25675 (X-U & X-U 15) RR 25646 (DS, X-C, EDS, X-AL-H & X-CR)

* More details about the innovative X-U fastener can be found in Section 3.2.3. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 27


3 .2 .2 G e n e r a l A p p l ic a t i o n F a s t e n e r s 3 .2 .2 .2 M a t e r i a l S p e c i fi c a t i o n s Fastener Designation

Fastener Material

Fastener Plating1

Steel Washer or Clip Plating1,2

Washer or Clip Plating1,2

X-U* DS / EDS X-C X-CR3 X-GN / X-GHP / X-EGN X-AL-H X-NK / ENK4 X-CT Forming Nail BC X-C

Carbon Steel Carbon Steel Carbon Steel SAE 316 Carbon Steel Carbon Steel Carbon Steel Carbon Steel Carbon Steel

5 μm Zinc 5 μm Zinc 5 μm Zinc N / A 2-8 μm Zinc 5 μm Zinc 5 μm Zinc 5 μm Zinc 5 μm Zinc

Carbon Steel N / A Carbon Steel SAE 316 N / A N / A Carbon Steel N / A Carbon Steel

5 μm Zinc N / A 5 μm Zinc N / A N / A N / A 5 μm Zinc N / A 5 μm Zinc

1 The 5 μm zinc coating is in accordance with ASTM B 633, SC 1, Type III. 2 Most fasteners have a plastic washer for guidance when installing. Not all fastener lengths have a pre-mounted steel washer. Refer to Section 3.2.2.4 for more information on available fasteners. 3. The X-CR fastener material is a proprietary material, which provides a corrosion resistance equivalent to SAE 316 stainless steel. The steel washer material is SAE 316 stainless steel. 4. Available in Canada or by special order.

3 . 2 . 2 . 3 T e c h n ic a l D a t a Allowable Loads in Normal Weight Concrete 1, 3

Description

Fastener

Shank Diameter in. (mm)

Minimum Embedment in. (mm)

3 / 4 1 X-U* 0.157 (4.0) 1-1 / 4 1-1 / 2 X-U 47 P8 with DX-Kwik X-U2 0.157 (4.0) 1-1 / 2 3 / 4 1 0.138 (3.5) Standard Fastener X-C 1-1 / 4 1-1 / 2 3 / 4 1 0.177 (4.5) Heavy Duty Fastener DS 1-1 / 4 1-1 / 2 3 / 4 0.145 (3.7) 1 & Stainless Steel Fastener X-CR 1-1 / 4 0.157 (4.0) 1-1 / 2 3 / 4 Gas Fastener X-GN 0.118 (3.0) 1 Premium Gas Fastener X-GHP 0.118 (3.0) 5 / 8 3 / 4 1 High Performance Fastener X-AL-H 0.177 (4.5) 1-1 / 4 1-1 / 2 1 Knob Head Fastener X-NK4 0.145 (3.7) 1 X-CT 475 0.145 (3.7) Forming Fastener 1 X-CT 625 0.145 (3.7)

Universal Knurled Shank Fasteners

(19) (25) (32) (38) (38) (19) (25) (32) (38) (19) (25) (32) (38) (19) (25) (32) (38) (19) (25) (16) (19) (25) (32) (38) (25) (25) (25)

2000 Tension lb (kN) 100 (0.44) 165 (0.73) 240 (1.07) 275 (1.22) – 45 (0.20) 85 (0.38) 130 (0.58) 175 (0.78) 50 (0.22) 130 (0.58) 220 (0.98) 300 (1.33) 30 (0.13) 55 (0.24) 110 (0.49) 265 (1.18) 95 (0.42) 115 (0.51) – 65 (0.29) 130 (0.58) 135 (0.60) 200 (0.89) 85 (0.38) 60 (0.27) 75 (0.33)

Concrete Compressive Strength psi 4000 psi 6000 Shear Tension Shear Tension lb (kN) lb (kN) lb (kN) lb (kN) 125 (0.57) 100 (0.44) 125 (0.57) 105 (0.47) 190 (0.85) 170 (0.76) 225 (1.00) 110 (0.49) 310 (1.38) 280 (1.25) 310 (1.38) 180 (0.80) 420 (1.87) 325 (1.45) 420 (1.87) – – 395 (1.76) 405 (1.80) 360 (1.60) – 75 (0.33) 60 (0.27) 105 (0.47) – 150 (0.67) 90 (0.40) 200 (0.89) – 210 (0.93) 130 (0.58) 290 (1.29) 260 (1.16) 245 (1.09) 360 (1.60) – 120 (0.53) 125 (0.56) 135 (0.60) – 195 (0.87) 155 (0.69) 240 (1.07) – 385 (1.71) 270 (1.20) 425 (1.89) – 405 (1.80) 355 (1.58) 450 (2.00) – – 40 (0.18) 65 (0.29) 40 (0.18) 185 (0.82) 120 (0.53) 190 (0.85) 100 (0.44) 290 (1.29) 125 (0.56) 300 (1.33) 120 (0.53) – 405 (1.80) 350 (1.56) 450 (2.00) 120 (0.53) 95 (0.42) 120 (0.53) – 220 (0.98) 115 (0.51) 220 (0.98) – 50 (0.22) 120 (0.53) 50 (0.22) – 70 (0.31) 90 (0.40) 95 (0.42) 120 (0.53) 190 (0.85) 165 (0.73) 195 (0.87) 180 (0.80) 265 (1.18) 240 (1.07) 270 (1.20) 240 (1.07) – 340 (1.51) 240 (1.07) 460 (2.05) 165 (0.73) 145 (0.64) 215 (0.96) – 65 (0.29) – – – 75 (0.33) – – –

psi Shear lb (kN) 205 (0.91) 280 (1.25) 425 (1.89) – 570 (2.54) – – – – – – – – – 170 (0.76) 440 (1.96) – – – 90 (0.40) 125 (0.56) 280 (1.25) 440 (1.96) – – – –

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Fastener installed with DX-Kwik drilled pilot hole installation found in Section 3.2.1.1.10. 3 Multiple fasteners are recommended for any attachment. 4 Available in Canada or by special order. 5 For temporary fastening of formwork only.

* More details about the innovative X-U fastener can be found in Section 3.2.3. 28 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


G e n e r a l Ap p lic a t i o n F a s t e n e r s 3 .2 .2 Allowable Loads in Minimum f'c = 3000 psi Structural Lightweight Concrete1,5

Fastener Description

Fastener



X-U*

0.157

(4.0)

Standard Fastener

X-C

0.138

(3.5)

Heavy Duty Fastener

DS4

0.177

(4.5)

0.145

(3.7)

Stainless Steel Fastener

X-CR

Gas Fastener

X-GN

0.118

(3.0)

Premium Gas Fastener

X-GHP

0.118

(3.0)

High Performance Fastener

X-AL-H

0.177

(4.5)

Knob Head Fastener

X-NK6

0.145

(3.7)

& 0.157 (4.0)

Minimum Embedment in. (mm) (19) 3 / 4 1 (25) 1-1 / 4 (32) 1-1 / 2 (38) (19) 3 / 4 1 (25) 1-1 / 4 (32) 1-1 / 2 (38) (19) 3 / 4 1 (25) 1-1 / 4 (32) 1-1 / 2 (38) 1 (25) 1-1 / 4 (32) 1-1 / 2 (38) (19) 3 / 4 1 (25) (16) 5 / 8 (19) 3 / 4 1 (25) 1-1 / 4 (32) 1-1 / 2 (38) 1 (25) 1-1 / 4 (32) 1-1 / 2 (38)

Fastener Location Installed Through 3" Deep Installed into Concrete Metal Deck into Concrete 2,3 Tension lb (kN) Tension Shear Shear lb (kN) lb (kN) lb (kN) Upper Flute Lower Flute 125 (0.56) 115 (0.51) 130 (0.58) 95 (0.42) 245 (1.09) 205 (0.91) 260 (1.16) 215 (0.96) 155 (0.69) 330 (1.47) 315 (1.40) 435 (1.93) 295 (1.31) 200 (0.89) 375 (1.67) 425 (1.89) 475 (2.11) 400 (1.78) 260 (1.16) 430 (1.91) 110 (0.49) 175 (0.78) 120 (0.53) – 265 (1.18) 135 (0.60) 180 (0.80) 215 (0.96) 145 (0.64) 315 (1.40) 220 (0.98) 260 (1.16) 250 (1.11) 200 (0.89) 405 (1.80) 285 (1.27) 315 (1.40) 285 (1.27) 210 (0.93) 415 (1.85) 100 (0.44) 200 (0.89) 100 (0.44) – 200 (0.89) 180 (0.80) 360 (1.60) 180 (0.80) 180 (0.80) 405 (1.80) 300 (1.33) 520 (2.31) 300 (1.33) 250 (1.11) 515 (2.29) 450 (2.00) 680 (3.02) 450 (2.00) 325 (1.45) 625 (2.78) 230 (1.02) 240 (1.07) 230 (1.02) – 240 (1.07) 320 (1.42) 400 (1.78) 320 (1.42) – 400 (1.78) 405 (1.80) 500 (2.22) 405 (1.80) – 500 (2.22) 115 (0.51) 140 (0.62) 75 (0.33) 85 (0.38) 175 (0.78) 170 (0.76) 220 (0.98) 155 (0.69) 160 (0.71) 255 (1.13) 60 (0.27) 140 (0.62) 60 (0.27) 60 (0.27) 175 (0.78) 115 (0.51) 155 (0.69) 115 (0.51) – 155 (0.69) 225 (1.00) 350 (1.56) 225 (1.00) 120 (0.53) 340 (1.51) 330 (1.47) 475 (2.11) 330 (1.47) 195 (0.87) 385 (1.71) – – – 285 (1.27) 585 (2.60) 175 (0.78) 185 (0.82) 175 (0.78) – 185 (0.82) 240 (1.07) 280 (1.25) 240 (1.07) – 280 (1.25) 300 (1.33) 295 (1.31) 300 (1.33) – 295 (1.31)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations, and load orientations for the deck pro file. 3 Structural lightweight concrete fill above top of metal deck shall be a minimum of 3-1 / 4" deep. 4 DS fasteners installed at 1-1 / 2" embedment through steel deck into the lower flute must be installed at a minimum distance of 6" from the edge of the floor deck. 5 Multiple fasteners are recommended for any attachment. 6 Available in Canada or by special order.

Allowable Loads Into Minimum f'c = 3000 psi Structural Lightweight Concrete Over 1-1 / 2" Deep, B-Type Steel Deck1,4


Universal Knurled Shank Fastener Standard Fastener Gas Fastener Premium Gas Fastener

Fastener

Shank Diameter in.

(mm)

X-U*

0.157

(4.0)

X-C

0.138

(3.5)

X-GN

0.118

(3.0)

X-GHP

0.118

(3.0)

Minimum Embedment in. 3 / 4 1 3 / 4 1 3 / 4 1 5 / 8

(mm) (19) (25) (19) (25) (19) (25) (16)

Fastener Location Installed Through Metal Deck into Concrete 2,3 Tension lb (kN) Shear Upper Flute Lower Flute lb (kN) 95 (0.42) 95 (0.42) 370 (1.65) 125 (0.56) 125 (0.56) 415 (1.85) 80 (0.36) 80 (0.36) 315 (1.40) 205 (0.91) 205 (0.91) 445 (1.98) 75 (0.33) 85 (0.38) 175 (0.78) 155 (0.69) 160 (0.71) 255 (1.13) 60 (0.27) 60 (0.27) 175 (0.78)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria 2 Steel deck profiles are 1-1 / 2" deep, B-type deck with a thickness of 20 gauge (0.0358" thick steel). Fasteners may be installed through the metal deck into lightweight concrete having both nominal & inverted deck profile orientations with a minimum lower flute width of 1-3 / 4" or 3-1 / 2", respectively. Fasteners shall be placed at centerline of deck flutes. Refer to Figures 2 & 3 (Section 3.2.1.1.6 ) for additional flute dimensions, fastener locations, and load orientations for both deck profiles. 3 Structural lightweight concrete fill above top of metal deck shall be a minimum 2-1 / 2" deep. 4 Multiple fasteners are recommended for any attachment.



3 .2 .2 G e n e r a l A p p l ic a t i o n F a s t e n e r s Allowable Loads in Concrete Masonry Units1,2,3,4,5,10 Hollow CMU Grout Filled CMU Mortar Joint Mortar Joint Shank Min. Face Shell6 Face Shell 6 Top of Grouted Cell8 Fastener 7 7 Diameter Embed. Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear9 in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1 70 85 25 70 225 220 150 190 165 240 Universal Knurled X-U* 0.157 (4.0) Fastener Description

Shank Fasteners Standard Fastener Gas Fastener Premium Gas Fastener Knob Head Fastener

X-C

X-GN

0.138 (3.5)

0.118 (3.0)

X-GHP 0.118 (3.0) X-NK11 0.145 (3.7)

(25)

(0.31)

(0.38)

(0.11)

(0.31)

(1.00)

(0.98)

(0.67)

(0.85)

3 / 4

40

85

25

50

100

105

45

80

(19)

(0.18)

(0.38)

(0.11)

(0.22)

(0.44)

(0.47)

(0.20)

(0.36)

3 / 4

90

115

65

55

95

120

70

85

(19)

(0.51)

(0.58)

(0.31)

(0.29)

(0.58)

(0.62)

(0.38)

(0.53)

1

115

130

70

65

130

140

85

120

(25)

(0.51)

(0.58)

(0.31)

(0.29)

(0.58)

(0.62)

(0.38)

(0.53)

5 / 8

40

80

15

40

90

100

40

80

(16)

(0.18)

(0.36)

(0.07)

(0.18)

(0.40)

(0.44)

(0.18)

(0.36)

1

40

90

35

60

90

130

40

65

(25)

(0.18)

(0.40)

(0.16)

(0.27)

(0.40)

(0.58)

(0.18)

(0.29)

The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90, Grade N, Type 1. 3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N or S. 4 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476, as coarse grout. 5 Allowable load values based upon no more than one low-velocity fastener installed in an individual concrete masonry unit cell. 6 Fastener can be located anywhere on the face shell or mortar joint as shown in the figure to the right. 7 Shear direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane. 8 Fastener located in center of grouted cell installed vertically. 9 Shear can be in any direction. 10 Multiple fasteners are recommended for any attachment. 11 Available in Canada or by special order.

(0.73)

(1.07)

115

175

(0.51)

(0.78)

65

90

(0.33)

(0.42)

75

95

(0.33)

(0.42)

60

85

(0.27)

(0.38)

–

–

1

T-Joint

Bed Joint

1"

Concrete Masonry Unit (CMU)

1"

Acceptance Locations (NON-SHADED AREAS) for Power Actuated Fasteners in CMU Walls

Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with P ower Driven Fasteners1,2,3,4 Fastener Description

Fastener

Head Dia. in.

(mm)

0.157" shank with or w / o plastic X-U* washers or MX collation 0.145" shank with or w / o plastic X-C, X-CR washers or MX collation 0.177" shank without washer

DS, EDS

0.145" shank with plastic top hat washers

X-S13 THP X-S16 TH X-EGN, X-GN, 0.118" shank with MX collation X-GHP 0.177" shank without washer

X-AL-H

0.322

(8.2) 0.322

(8.2) 0.390

(10.0) 0.322

(8.2) 0.276

(7.0) 0.322

(8.2)

14 ga.

16 ga.

Sheet Steel Thickness 18 ga. 20 ga. 22 ga.

24 ga.

25 / 26 ga.

Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

825

1,085

685

720

490

525

360

445

300

330

205

255

120

145

(3.67) (4.83) (3.05) (3.20) (2.18) (2.34) (1.60) (1.98) (1.33) (1.47) (0.91) (1.13) (0.53) (0.64) – 965

985

685

720

490

515

360

440

300

310

205

235

120

145

(4.38) (3.05) (3.20) (2.18) (2.29) (1.60) (1.96) (1.33) (1.38) (0.91) (1.05) (0.53) (0.64) 1,085

810

815

625

535

460

465

360

350

300

260

240

180

(4.29) (4.83) (3.60) (3.63) (2.78) (2.38) (2.05) (2.07) (1.60) (1.56) (1.33) (1.16) (1.07) (0.80) – – –

985

685

720

490

515

360

440

300

310

205

235

120

145

(4.38) (3.05) (3.20) (2.18) (2.29) (1.60) (1.96) (1.33) (1.38) (0.91) (1.05) (0.53) (0.64) –

–

–

1,085

685

750

325

390

265

335

250

235

170

185

100

125

(1.45) (1.73) (1.18) (1.49) (1.11) (1.05) (0.76) (0.82) (0.44) (0.56) 490

535

360

465

300

350

205

260

120

180

(4.83) (3.05) (3.34) (2.18) (2.38) (1.60) (2.07) (1.33) (1.56) (0.91) (1.16) (0.53) (0.80)

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition. 2 Allowable pullover capacities of sheet steel should be compared to the allowable fastener tensile load capacities in concrete, steel, and masonry to determine controlling resistance load. 3 Allowable shear bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel and masonry to determine controlling resistance load. 4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).

* More details about the innovative X-U fastener can be found in Section 3.2.3. 30 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


G e n e r a l Ap p lic a t i o n F a s t e n e r s 3 .2 .2 Allowable Loads in Minimum ASTM A 36 (F y ≥ 36 ksi, Fu ≥ 58 ksi) Steel1,2,6,7


Fastener

Shank Diameter in.

(mm) Universal Knurled Shank Stepped-Shank Knurling-Lengthwise Standard Smooth Shank Drywall Smooth Shank w / Metal Top Hat Washer Heavy Duty Knurled Shank Heavy Duty Smooth Shank Stainless Steel Smooth Shank

Drywall Track Smooth Shank Premium Gas Fastener

Heavy Duty Smooth Shank

X-U8 X-U 159 X-S13 X-S16 EDS4 DS X-CR X-CR10 X-EGN11 X-EGN10,11 X-GHP

X-AL-H3,4

0.157

(4.0) 0.145

(3.7)

–

–

–

–

140

(0.62)

0.145

(3.7) 0.177

(4.5) 0.177

(4.5) 0.145

(3.7)

–

–

–

–

–

–

–

300

(3.7)

(1.33)

0.118

140

(3.0)

(0.62)

0.118

(3.0)

300

–

0.118

125

(3.0)

(0.56)

210 270

– 230

140

295

(1.31)

–

–

–

–

–

–

(3.7)

535

720

775

720

935

720

900

720

350

375

(2.38) (3.20) (3.45) (3.20) (4.16) (3.20) (4.00) (3.20) (1.56) (1.67) 155

395

230

395

420

450

365

500

365

400

(0.69) (1.76) (1.02) (1.76) (1.86) (2.00) (1.62) (2.22) (1.62) (1.78) 300

450

300

450

300

450

225

420

225

430

225

430

–

–

225

430

(1.00) (1.87) (1.00) (1.91) (1.00) (1.91) (1.00) (1.91) 330

665

665

935

800

970

890

995

–

–

–

–

400

655

(1.47) (2.96) (2.96) (4.16) (3.56) (4.31) (3.96) (4.43) (1.78) (2.91) 395

795

620

855

775

855

800

895

(1.76) (3.54) (2.76) (3.80) (3.45) (3.80) (3.56) (3.98) 485

480

700

560

(2.16) (2.14) (3.11) (2.49) 630

510

850

560

–

–

–

–

265

395

265

395

220

275

225

320

280

375

220

315

260

375

280

400

(0.98) (1.40) (1.16) (1.67) (1.25) (1.78) 170

245

200

230

250

255

(1.02) (0.76) (1.09) (0.89) (1.02) (1.11) (1.13)

(0.62)

0.145

Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

(1.20) (0.98) (1.22) (1.00) (1.42) (1.25) (1.67)

(3.7) (4.0)

≥3 / 4

(0.93) (2.80) (2.27) (3.78) (2.49) (1.18) (1.76) (1.18) (1.76)

0.145 0.157

1 / 2

(1.33) (1.33) (2.00) (1.33) (2.00) (1.33) (2.00)

–

0.145

(4.5) X-ENK12

Shear lb (kN)

(3.7)

Steel Thickness (in.) 1 / 4 3 / 8

3 / 16

Tension lb (kN)

0.145

0.177

Knob Head Nail Knurled Shank

1 / 85

–

–

–

–

–

–

240

685

480

715

645

745

(1.07) (3.05) (2.14) (3.18) (2.87) (3.31) –

–

–

–

–

–

225

555

535

620

620

660

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

685

970

145

600

(3.05) (4.31) (0.64) (2.67) 590

605

(1.00) (2.47) (2.38) (2.76) (2.76) (2.94) (2.62) (2.69)

–

–

1

The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3, except as noted in this table. 3 X-AL-H testing was performed with Fy = 50 ksi base material. X-AL-H fasteners with a shank length of 5 / 8" have a shank diameter of 0.145". X-AL-H fasteners with shank lengths of 3 / 4" & 7 / 8" have shank diameters of 0.157". X-AL-H fasteners with shank lengths greater than or equal to 1" have a shank diameter of 0.177". 4 X-AL-H and EDS fasteners installed into greater than 1 / 2" thick steel require 1 / 2" minimum penetration. 5 Testing in 1 / 8" thick steel was performed with Fy = 50 ksi base material. 6 Multiple fasteners are recommended for increased reliability. 7 Refer to guidelines for fastening to steel, Section 3.2.1.2, for application limits. 8 Tabulated allowable load values provided for 3 / 4" steel are based upon minimum point penetration of 1 / 2". If 1 / 2" point penetration is not achieved, but a point penetration of at least 3 / 8" is obtained, the tabulated tension value should be reduced by 20 percent and the tabulated shear load should be reduced by 8 percent. 9 X-U 15 fasteners installed into greater than 3 / 8" thick steel require 15 / 32" minimum penetration. 10 Based on testing with Fy = 50 ksi base material. 11 X-EGN fasteners installed into 3 / 8" or thicker base steel require 0.320" minimum penetration depth. 12 Available in Canada or by special order.



3 .2 .2 G e n e r a l A p p l ic a t i o n F a s t e n e r s 3 .2 .2 .4 O r d e r i n g In f o r m a t i o n Carbon Steel Non-Collated (without pre-mounted steel washer) Fastener Description

Shank Length in. (mm)

Shank Ø in. (mm)

Washer Ø

5 / 8 to 2-7 / 8 (16 to 72) 5 / 8, 3 / 4, 1 (16, 19, 27)

0.157 (4.0) 0.157 (4.0)

8 mm plastic 8 mm plastic and metal tophat

1 to 4-5 / 8 (27 to 117) 1 to 2-1 / 2 (19 to 62) 3 / 4 (20)

0.177 (4.5) 0.138 (3.5) 0.138 (3.5)

8 mm plastic 8 mm plastic 8 mm plastic tophat

1 / 2 (13) 3 / 4, 7 / 8 (19, 22)

0.145 (3.7) 0.177 (4.5)

8 mm plastic tophat 10 mm plastic


Shank Ø in. (mm)

Washer Ø

5 / 8 to 2-7 / 8 (16 to 72)

0.157 (4.0)

Collated

1 to 2-1 / 2 (27 to 62) 3 / 4 to 1-5 / 8 (20 to 39) 11 / 16, 3 / 4 (18, 20)

0.138 (3.5) 0.118 (3.0) 0.118 (3.0)

Collated Collated Collated

1 / 2 (13) 1 / 2 (14) 11 / 16, 3 / 4 (18, 20)

0.145 (3.7) 0.118 (3.0) 0.118 (3.0)



Shank Ø in. (mm)

Washer Ø

7/8, 1, 1-1 / 4 (22, 27, 32) 1-1 / 4, 2-7 / 8 (32, 72)

0.157 (4.0) 0.157 (4.0)

8 mm plastic and 15 mm steel 8 mm plastic and 36 mm steel

1 to 1-7 / 8 (27 to 47) 1-1 / 2, 2, 2-1 / 2 (37, 52, 62) 7 / 8 to 2-7 / 8 (22 to 72)

0.138 (3.5) 0.138 (3.5) 0.145 (3.7)

8 mm plastic and 23 mm steel 8 mm plastic and 36 mm steel 12 mm steel

5 / 8, 3 / 4 (16, 19)

0.145 (3.7)

12 mm steel

Concrete, Masonry and Steel

X-U P8* X-U P8 TH* Concrete and Masonry

DS P10 X-C P8 X-C THP Steel

X-S13 THP EDS P10

Carbon Steel Collated (without pre-mounted steel washer) Fastener Description Concrete, Masonry and Steel

X-U MX* Concrete and Masonry

X-C MX X-GN MX X-GHP MX Steel

X-S13 MX X-EGN MX X-GHP MX

Carbon Steel Non-Collated (with pre-mounted steel washer) Fastener Description Concrete, Masonry and Steel

X-U P8 S15* X-U P8 S36* Concrete and Masonry

X-C P8 S23 X-C P8 S36 X-NK S12 c Steel

X-ENK S12 c

SAE 316 Stainless Steel Non-Collated (with and without pre-mounted steel washer) Fastener Description


Shank Ø in. (mm)

Washer Ø

11 / 16 to 1-9 / 16 (18 to 39) 1-3 / 4, 2-1 / 8 (44, 54) 1-9 / 16 (39) 1-3 / 4 (44)

0.145 (3.7) 0.157 (4.0) 0.145 (3.7) 0.157 (4.0)

8 mm plastic 8 mm plastic 8 mm plastic and 12 mm steel 8 mm plastic and 12 mm steel

9 / 16, 5 / 8 (14, 16) 5 / 8 (16)

0.145 (3.7) 0.145 (3.7)

8 mm plastic 12 mm steel

Shank Ø in. (mm)

Washer Ø

0.145 (3.7)

Double 8 mm plastic

0.145 (3.5)

8 mm plastic & rebar basket clip

Concrete, Masonry and Steel

X-CR P8 X-CR P8 X-CR P8 S12 X-CR P8 S12 Steel

X-CR P8 X-CR S12

Carbon Steel Removable and Clip Fasteners Fastener Description


Forming Nail

X-CT 47MX, X-CT 62 MX, X-CT 62 DP8 1-7 / 8, 2-7 / 16 (47, 62) Rebar Basket Clip

BC X-C P8T

1-7 / 8, 2-7 / 16 (47, 62)

* More details about the innovative X-U fastener can be found in Section 3.2.3. c Available in Canada or by special order. 32 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


X - U U n iv e r s a l K n u r l e d S h a n k F a s t e n e r s 3 . 2 . 3 3 .2 .3 .1 P r o d u c t D e s c r ip t i o n

3.2.3.1

Product Description

The Hilti X-U Universal Knurled Shank Fastener is designed as a high performance solution to simplify powder-actuated fastener selection. The X-U is one fastener type that performs equally well on both high and standard strength concrete and steel.

3.2.3.2


3.2.3.3

Technical Data

3.2.3.4


Product Features

• A 0.157" shank diameter for high performance in both tension and shear applications • Unique knurling design offering higher pullout strength and anchorage in concrete and steel • Full range of fasteners in single or collated configurations to maximize productivity

To help ensure reliable fastenings, the X-U fastener is match toleranced to all Hilti powder-actuated tools using 8 mm fastener guides and drive pistons through an 8 mm nail head diameter and an 8 mm plastic guidance washer set near the nail tip. The X-U program also includes fasteners with premounted steel washers of 15 mm or 36 mm diameters.

• No requirement for unique drive pistons or special equipment • Recognized for horizontal wood deck diaphragms subjected to wind or seismic forces (Reference ICC-ES ESR-2269)


3 .2 .3 .2 M a t e r i a l S p e c i fi c a t i o n s Fastener Designation

Fastener Material

Fastener Plating

X-U

Carbon Steel

5 μm Zinc

ESR-2269 COLA (City of Los Angeles)

Fastener Hardness

RR 25675

58 HRC

1

1 ASTM B 633, SC 1, Type III.

3 .2 .3 .3 T e c h n ic a l D a t a Allowable Loads in Normal Weight Concrete1 Shank Diameter in. (mm)

Fastener

X-U

0.157

(4.0)

Minimum Embedment in. (mm) 3 / 4 1 1-1 / 4 1-1 / 2

(19) (25) (32) (38)

Concrete Compressive Strength 4000 psi Tension Shear lb (kN) lb (kN) (0.44) (0.57) 100 125 170 225 (0.76) (1.00) 280 310 (1.25) (1.38) 325 420 (1.45) (1.87)

2000 psi Tension lb (kN) (0.44) 100 165 (0.73) 240 (1.07) 275 (1.22)

Shear lb (kN) (0.57) 125 190 (0.85) 310 (1.38) 420 (1.87)

6000 psi Tension lb (kN) (0.47) 105 110 (0.49) 180 (0.80) –

Shear lb (kN) (0.91) 205 280 (1.25) 425 (1.89) –

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

Allowable Loads in Normal W eight Concrete Using D X-Kwik 1,2 Concrete Compressive Strength Fastener

X-U 47 P8 w / DX-Kwik

Shank Diameter in. (mm) 0.157

(4.0)

Minimum Embedment in. (mm) 1-1 / 2

(38)

4000 psi Tension lb (kN) 395

(1.76)

6000 psi Shear lb (kN) 405

(1.80)

Tension lb (kN) 360

(1.60)

Shear lb (kN) 570

(2.54)

1 X-U Fastener is installed using the DX-Kwik drilled pilot hole installation procedure shown in Section 3.2.1.1.10. 2 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.



3 . 2 . 3 X - U U n iv e r s a l K n u r l e d S h a n k F a s t e n e r s Allowable Loads in Minimum f' c = 3000 psi Structural Lightweight Concrete 1,4 Fastener Location Fastener

X-U

Shank Dia. in. (mm)

Minimum Embed. in. (mm)

3 / 4 1 0.157 (4.0) 1-1 / 4 1-1 / 2

(19) (25) (32) (38)

Installed Through Metal Deck into Concrete

Installed into Concrete

Tension lb (kN) 125 (0.56) 205 (0.91) 315 (1.40) 425 (1.89)

Shear lb (kN) 115 (0.51) 260 (1.16) 435 (1.93) 475 (2.11)

3 Inch Deep Composite Floor Deck2 1-1 / 2 Inch Deep Composite Floor Deck3 Tension lb (kN) Tension lb (kN) Shear Shear lb (kN) lb (kN) Upper Flute Lower Flute Upper Flute Lower Flute 130 (0.58) 95 (0.42) 245 (1.09) 95 95 (0.42) (0.42) 370 (1.65) 215 (0.96) 155 (0.69) 330 (1.47) 125 (0.56) 125 (0.56) 415 (1.85) 295 (1.31) 200 (0.89) 375 (1.67) – – – 400 (1.78) 260 (1.16) 430 (1.91) – – –

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The steel deck profile for the 3" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower and upper flute width must be a minimum of 4-1 / 2". Figure 1 in Section 3.2.1.1.6 shows the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 3-1 / 4". 3 The steel deck profile for the 1-1 / 2" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower flute and upper flute widths must be a minimum of 1-3 / 4" and 3-1 / 2", respectively. This deck may also be inverted as shown in Figure 3 in Section 3.2.1.1.6. Figures 2 and 3 in Section 3.2.1.1.6 show the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 2-1 / 2". 4 Multiple fasteners are recommended for any attachment.

Allowable Loads in Concrete Masonry Units1,2,3,4,5,10 Grout-Filled CMU

Hollow CMU Fastener

X-U

Shank Dia. in. (mm) 0.157 (4.0)

Minimum Embed. in. (mm) 1

(25)

Face Shell

Tension lb (kN) 70 (0.31)

6

Shear lb (kN) 85 (0.38)

Mortar Joint


6

6

Mortar Joint6

Face Shell

Top of Grouted Cell 8

Tension Shear Tension Tension Shear 7 Shear 7 Shear 9 lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 70 (0.31) 225 (1.00) 220 (0.98) 150 (0.67) 190 (0.85) 165 (0.73) 240 (1.07)

1

The tabulated allowable load values are for the low-velocity fastener into concrete masonry units only, using a safety factor equal to or greater than 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90, Grade N, Type 1.

3

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type S.

4

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476.

5

No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell.

6

Fastener can be located anywhere on the face shell or mortar joints as shown in the figure to the right.

7

Shear load direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane.

8

Fastener located in center of grouted cell installed vertically.

9

Shear load can be in any direction in top of grouted cell application.

T-Joint

Bed Joint

1"

1"


Acceptance Locations (NON-SHADED AREAS) for X-U Universal Knurled Shank Fasteners in CMU Walls

10 Multiple fasteners are recommended for any attachment.

Allowable Loads in Minimum ASTM A 36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel1,2,4 Steel Thickkness in. Fastener

X-U

Shank Dia. in. (mm) 0.157 (4.0)

3 / 16


Shear lb (kN) 720 (3.20)

1 / 4


Shear lb (kN) 720 (3.20)

3 / 8


Shear lb (kN) 720 (3.20)

1 / 2


Shear lb (kN) 720 (3.20)

≥3 / 43


Shear lb (kN) 375 (1.67)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material, except as noted. 3 Tabulated allowable load values provided for ≥ 3 / 4" steel are based upon minimum point penetration of 1 / 2". If 1 / 2" point penetration is not achieved, but a point penetration of at least 3 / 8" is obtained, the tabulated tension value should be reduced by 20 percent and the tabulated shear load should be reduced by 8 percent. 4 Multiple fasteners are recommended for any attachment.



X - U U n iv e r s a l K n u r l e d S h a n k F a s t e n e r s 3 . 2 . 3 Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with X-U Powder-Actuated Fasteners1,2,3,4 Fastener Description 0.157" shank with or w / o plastic washers or MX collation

Sheet Steel Thickness Head 16 ga. 18 ga. 20 ga. 22 ga. 24 ga. 14 ga. 25 / 26 ga Dia. Fastener in. Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

X-U

0.322

(8.2)

825

1,085

685

(3.67) (4.83) (3.05)

720

490

525

360

(3.20)

(2.18)

(2.34)

(1.60) (1.98)

445

300

330

205

255

(1.33)

(1.47)

(0.91)

(1.13) (0.53) (0.64)

120

145

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition. 2 Allowable pullover capacities of sheet steel should be compared to allowable fastener tensile load capacities in concrete, steel, or masonry to determine controlling resistance load. 3 Allowable shear load bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel or masonry to determine controlling resistance load. 4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).

3 .2 .3 .4 O r d e r in g In f o r m a t i o n Fastener Description

X-U 16 X-U 19 X-U 22 X-U 27 X-U 32 X-U 37 X-U 42 X-U 47 X-U 52 X-U 57 X-U 62 X-U 72 Fastener Description

X-U 22 P8 S15 X-U 27 P8 S15 X-U 32 P8 S15 X-U 32 P8 S36 X-U 72 P8 S36 Fastener Description

X-U 16 P8 TH X-U 19 P8 TH X-U 27 P8 TH


Shank Ø in. (mm)

Washer Ø

Packaging Qty

5 / 8 (16) 3 / 4 (19) 7 / 8 (22) 1 (27) 1-1 / 4 (32) 1-1 / 2 (37) 1-5 / 8 (42) 1-7 / 8 (47) 2 (52) 2-1 / 4 (57) 2-1 / 2 (62) 2-7 / 8 (72)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0)

Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated Plastic 8 mm or collated

100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box


Shank Ø in. (mm)

Washer Ø

Packaging Qty

7 / 8 (22) 1 (27) 1-1 / 4 (32) 1-1 / 4 (32) 2-7 / 8 (72)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0)

Plastic 8 mm & Steel 15 mm Plastic 8 mm & Steel 15 mm Plastic 8 mm & Steel 15 mm Plastic 8 mm & Steel 36 mm Plastic 8 mm & Steel 36 mm

100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box


Shank Ø in. (mm)

Washer Ø

Packaging Qty

5 / 8 (16) 3 / 4 (19) 1 (27)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0)

8 mm plastic & metal “tophat" 8 mm plastic & metal “tophat" 8 mm plastic & metal “tophat"

100 pcs / box 100 pcs / box 100 pcs / box



3 .2 .4 P e r i m e t e r W a ll A p p l ic a t i o n F a s t e n e r s 3.2.4.1

Application Description

3 . 2 . 4 . 1 A p p l ic a t i o n D e s c r i p t i o n

3.2.4.2

Product Description

3.2.4.3


3.2.4.4

Technical Data

3.2.4.5


Perimeter wall applications as part of curtain walls and bypass balloon framing are common in steel and metal framed structures. Light gauge steel framing and track encompass the

outside perimeter of the building. Steel track is fastened directly or with other cold-formed steel components to steel framing members or to concrete slab edges.

Perimeter Wall Track Applications

De flection Slip Clip Connections

X-U

X-U 15

DS

EDS


ESR-2269 (X-U & X-U 15) ESR-1663 (DS, EDS) COLA (City of Los Angeles)

RR 25675 (X-U & X-U 15) RR 25646 (DS, EDS)

3 .2 .4 .2 P r o d u c t D e s c r ip t io n X-U

DS / EDS

The Hilti X-U Universal Knurled Shank Fastener is designed as a high performance solution to simplify powder-actuated fastener selection. The X-U is one fastener type that performs equally well on both high and standard strength concrete and steel. Refer to Section 3.2.3 for additional information on the X-U Universal Knurled Shank Fastener.

The DS series fastener is a high performance fastener of 0.177" shank diameter suitable for both concrete and steel applications. It is offered in a single fastener version only with a 10 mm dome head design and a 10 mm guidance washer. Available lengths are 1" through 4-5 / 8". EDS fasteners have knurled shanks intended for use with steel base materials and are available in lengths of 3 / 4" and 7 / 8". The DS / EDS fasteners are intended only for cases where a 0.177" diameter shank specification is required.

X-U 15

The X-U 15 is a high performance fastener designed specifically for attachments to steel. It is offered in a 0.145" shank diameter and 5 / 8" length.


Fastener Material

Fastener Plating

X-U Universal Knurled Shank Fastener & X-U 15 DS / EDS Heavy Duty Fasteners

Carbon Steel Carbon Steel

5 μm Zinc1 5 μm Zinc1

1 ASTM B 633, SC 1, Type III. 36 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


P e r i m e t e r W a ll A p p lic a t i o n F a s t e n e r s 3 .2 .4 3 .2 .4 .4 T e c h n ic a l D a t a Perimeter Wall Track Applications

2-1/4"

2-1/4"

3"

3-5/8"

3-5/8"

Figure 1: 3-5 / 8" Track - 1 Fastener

Figure 2: 3-5 / 8" Track - 2 Fasteners

2-1/4"

2-1/4"

6"

4-1/2" 6"

Figure 3: 6" Track - 1 Fastener

Figure 4: 6" Track - 2 Fasteners

Allowable Shear Loads for Attachment of Perimeter Track to 4000 psi Normal Weight Concrete1,2,3,4,5,6 Fastener Description

Fastener


Fastener Length in. (mm)

Track Width in.7

3-5 / 8 1


X-U

(27) 6

0.157

(4.0)

3-5 / 8 1-1 / 4

(32) 6 3-5 / 8

1

Heavy Duty Fasteners

DS

(27) 6

0.177

(4.5)

3-5 / 8 1-1 / 4

(32) 6

Number of Fasteners

Shear lb (kN)

1

225

(1.00)

2

450

(2.00)

1

225

(1.00)

2

450

(2.00)

1

275

(1.22)

2

–

1

275

(1.22)

2

620

(2.76)

1

240

(1.07)

2

410

(1.82)

1

240

(1.07)

2

480

(2.14)

1

350

(1.56)

2 1 2

– (1.56)

350

–

1 Allowable loads were developed from testing the low-velocity fasteners with 16 gauge (Fy ≥ 33 ksi) steel track. A safety factor greater than or equal to 5.0 was used in accordance with ICC-ES AC70. Steel track members not meeting the specification noted must be investigated in accordance with accepted design criteria. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Spacing and edge distance constraints are as noted in Figure 1-4 at the top of this page. 4 Allowable shear load values are for loads applied perpendicular to the edge of the concrete. 5 Multiple fasteners are recommended for any attachment. 6 Minimum edge distance of 2-1 / 4" cannot be decreased. Closer edge distances can result in edge breakout failure of the base material during installation. As a result, fasteners are offset from the center line of the track. 7 SSMA track designation for 3-5 / 8" track is 362T 150-54 and for 6" t rack is 600T 150-54. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 37


3 .2 .4 P e r i m e t e r W a ll A p p l ic a t i o n F a s t e n e r s Allowable Shear Loads for Attachment of Perimeter Track to Minimum f'c = 3000 psi Lightweight Concrete1,2,3,4,5,6 Fastener Description

Fastener



Track Width in.7

3-5 / 8 1

(27) 6


3-5 / 8

0.157 (4.0)

X-U

1-1 / 4

(32) 6 3-5 / 8

1-1 / 2

(37) 6 3-5 / 8

1

(27) 6

Heavy Duty Fasteners

3-5 / 8

0.177 (4.5)

DS

1-1 / 4

(32) 6 3-5 / 8

1-1 / 2

(37) 6

Number of Fasteners 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2

Shear lb (kN) 260 (1.16) 490 (2.18) 260 (1.16) 520 (2.31) 350 (1.56) 465 (2.07) 350 (1.56) 720 (3.20) 295 (1.31) 465 (2.07) 295 (1.31) 755 (3.36) 205 (0.91) 395 (1.76) 205 (0.91) 720 (3.20) 225 (1.00) 370 (1.65) 225 (1.00) 595 (2.65) 215 (0.96) 370 (1.65) 215 (0.96) 590 (2.62)

1 Allowable loads were developed from testing the low-velocity fasteners with 16 gauge (Fy ≥ 33 ksi) steel track. A safety factor greater than or equal to 5.0 was used in accordance with ICC-ES AC70. Steel members not meeting the specification noted must be investigated in accordance with accepted design criteria. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Spacing and edge distance constraints are as noted in Figures 1-4 at the top of the previous page. 4 Allowable shear load values are for loads applied perpendicular to the edge of the concrete. 5 Multiple fasteners are recommended for any attachment. 6 Minimum edge distance of 2-1 / 4" cannot be decreased. Closer edge distances can result in edge breakout failure of the base material during installation. As a result, fasteners are offset from the center line of the track. 7 SSMA track designation for 3-5 / 8" track is 362T 150-54 and for 6" track is 600T 150-54.

≥1/2"

≥1"

Figure 5: 3-5 / 8" or 6" Track 1 Fastener

≥1/2"

Figure 6: 3-5 / 8" or 6" Track 2 Fasteners

Allowable Shear Loads for Attachment of Perimeter Track to Minimum ASTM A 36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel, lb (kN)1,2,3,4 Fastener Description

Universal Knurled Shank Fasteners Heavy Duty Fasteners

Fastener


Steel Thickness (in.)

X-U

0.157 (4.0)

1

720

(3.20)

720

(3.20)

720

(3.20)

720

(3.20)

2

1440

(6.40)

1440

(6.40)

1440

(6.40)

1440

X-U 15

0.145 (3.7)

1

395

(1.76)

395

(1.76)

450

(2.00)

5006

EDS

0.177 (4.5)

Number of Fasteners

2

3 / 16

800

(3.56)

1

665

2

1330

1 / 4

3 / 8

790

(3.51)

(2.96)

935

(5.92)

1870

1 / 2

≥3 / 4

5

375

(1.67)

(6.40)

750

(3.34)

(2.22)

4006

(1.78)

1000

(4.45)

6

(3.56)

6

900

(4.00)

800

(4.16)

970

(4.31)

995

(4.43)

655

(2.91)

(8.32)

1940

(8.62)

1990

(8.86)

1310

(5.82)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material, except as noted. 3 Multiple fasteners are recommended for increased reliability. 4 The minimum edge distance for fastening into steel is 1 / 2". Minimum spacing for fastening into steel without reduction in performance is 1". 5 Unless otherwise noted, tabulated allowable load values provided for ≥3 / 4" steel are based upon minimum point penetration of 1 / 2". If 1 / 2" point penetration is not achieved, but a point penetration of at least 3 / 8" is obtained, the tabulated shear load should be reduced by 8 percent. 6 Based upon minimum point penetration of 15 /32". 38 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


P e r i m e t e r W a ll A p p lic a t i o n F a s t e n e r s 3 .2 .4 De flection Slip Clip Connections

Figure 7: Normal Weight Concrete

Figure 8: Lightweight Concrete with Pour Stop

Allowable Loads for Attachment of Cold-Formed Steel De flection Slip Clips with X-U Universal Powder-Actuated Fasteners3,4,5,6,7,8,9

Clip Type

Fastener

Number of Fasteners 2

Verticlip SLB600 (14 GA.)

X-U 27

3 4 2

WSC 950 (16 GA.)

X-U 27

3 4

WSC 1500 (12 GA.)

FCSC (14 GA.)

2

X-U 27 3 2

X-U 27 3

Normal Weight Concrete Allowable Load 1 lb (kN)

Lightweight Concrete with Pour Stop Allowable Load2 lb (kN)

160

160

(0.71)

(0.71)

245

245

(1.09)

(1.09)

330

380

(1.47)

(1.69)

125

155

(0.56)

(0.69)

145

275

(0.64)

(1.22)

220

275

(0.98)

(1.22)

90

130

(0.40)

(0.58)

185

235

(0.82)

(1.05)

140

170

(0.62)

(0.76)

290

320

(1.29)

(1.42)

Location of Fasteners

1 Allowable load based on a safety factor of 5.0 in direction shown in Figure 7 above for attachment of deflection slip clip to 4000 psi Normal Weight Concrete Slab. 2 Allowable load based on a safety factor of 5.0 in direction shown in Figure 8 above for attachment of deflection slip clip to 3000 psi Lightweight Concrete Slab with 12 GA. sheet steel pour stop with minimum yield strength (Fy ) of 33 ksi. 3 Testing based on deflection slip clips obtained in February 2007. Subsequent changes by the manufacturer to the deflection slip clip design may affect load values. 4 Allowable load values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 5 Allowable load values are based off of the fixtures tested. Other members connected to the deflection slip clips must be investigated in accordance with accepted design criteria. 6 Spacing of fasteners are subsequent to the design of each deflection slip clip and the location of any pre-drilled holes. 7 For edge distance and base material thickness requirements, reference Section 3.2.1.1.4. 8 Allowable values are for loads applied perpendicular to the edge of the concrete. 9 Multiple fasteners are recommended for any attachment.



3 .2 .4 P e r i m e t e r W a ll A p p l ic a t i o n F a s t e n e r s

Figure 9 - Steel Allowable Loads for Attachment of Cold-Formed Steel De flection Slip Clips with X-U Universal Powder-Actuated Fasteners to Minimum ASTM A36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel 1,2,3,4,5,6,7,8 Clip Type

Number of Fasteners

Fastener

Allowable Load lb (kN)

740

2

Verticlip SLB600 (14 GA.)

X-U 16

(3.29) 1490

3

(6.63) 2115

4

(9.41) 510

2

WSC 950 (16 GA.)

X-U 16

(2.27) 610

3

(2.71) 870

4

(3.87) 970

2

WSC 1500 (12 GA.)

X-U 16

(4.31) 1105

3

(4.92) 1300

4

(5.78) 715

2

FCSC (14 GA.)

X-U 16

Location of Fasteners

(3.18) 940

3

(4.18) 1055

4

(4.69)

1 Allowable load based on a variable safety factor in accordance with Section F of AISI - North American Specification for the Design of Cold Formed Steel Structural Members, 2007 Edition. 2 Testing based on deflection slip clips developed in February 2007. Subsequent changes by the deflection slip clip manufacturer to the clip design may affect load values. 3 Allowable load values are based off of the connections tested. Steel members connected to the deflection slip clips must be investigated in accordance with accepted design criteria. 4 Spacing of the fasteners depends on the specific deflection slip clip and location of pre-drilled holes in the de flection slip clip. 5 For edge distance and base material thickness requirements reference Section 3.2.1.2.2. 6 Allowable load values are for loads applied perpendicular to the edge of the base steel member. 7 Multiple fasteners are recommended for any attachment. 8 Allowable load values are based off of testing into 1 / 4" ASTM A36 structural steel.

3 .2 .4 .5 O r d e r i n g In f o r m a t i o n Fastener Description

X-U 16 P8TH X-U 19 P8TH X-U 27 P8TH X-U 32 X-U 15 EDS 19 P10 EDS 22 P10 DS 27 P10 DS 32 P10


Shank Ø in. (mm)

Washer Ø

Packaging Qty

5 / 8 (16) 3 / 4 (19) 1 (27) 1-1 / 4 (32) 5 / 8 (16) 3 / 4 (19) 7 / 8 (22) 1 (27) 1-1 / 4 (32)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.145 (3.7) 0.177 (4.0) 0.177 (4.0) 0.177 (4.0) 0.177 (4.0)

Plastic 8 mm “tophat” or collated Plastic 8 mm “tophat” or collated Plastic 8 mm “tophat” or collated Plastic 8 mm “tophat” or collated Plastic 8 mm “tophat” or collated Plastic 10 mm Plastic 10 mm Plastic 10 mm Plastic 10 mm

100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box 100 pcs / box



X -G P N 3 7 M X P l y w o o d F a s t e n in g S y s t e m 3 . 2 . 5 3 .2 .5 .1 P r o d u c t D e s c r ip t i o n The Hilti X-GPN 37 MX plywood fastening system is a knurled shank fastener designed as an optimal solution for the attachment of structural wood panel materials such as plywood, and OSB (Oriented Strand Board) to cold-formed steel framing in wood flooring systems (14-16 gauge base steel only), parapet walls, siding, roofing (14-16 gauge base steel only) and shear wall assemblies*. The X-GPN 37 fastener is installed with a Hilti GX-120 gas-actuated tool, increasing reliability, accuracy and productivity. Hilti X-GPN 37 fasteners have a shank diameter of 0.102 inch (2.60 mm) and a shank length of 37 mm (1-1 / 2 inches). The X-GPN 37 is collated in strips of 10 to improve productivity with the Hilti GX-120 tool. The fastener shank has a twist knurling geometry that increases the strength of wood to coldformed steel connections.

Product Features:

• 0.102 inch (2.60 mm) shank diameter for optimal penetration through structural wood panels and into cold-formed steel base materials • Unique knurling geometry for improved reliability and load performance • One fastener length covers most common wood panel to coldformed steel applications • Increased productivity using the GX-120 gas-actuated tool • Wide application range • Use of X-GPN 37 fasteners is limited to dry, interior, non-corrosive locations. • Use of fasteners in contact with preservative treated or fire retardant treated wood is not permitted.

3.2.5.1

Product Description

3.2.5.2


3.2.5.3

Technical Data

3.2.5.4


Figure 1 - X-GPN 37 Fastener


Fastener Material

Fastener Plating

Base Material

X-GPN 37 MX

Carbon Steel

Electrogalvanized Zinc

14-20 gauge (68-33 mills) CFS Member

Figure 2 - X-GPN 37 MX Fastener X-GPN 37

3 . 2 . 5 . 3 Te c h n i c a l D a t a Allowable Withdrawal Loads for X-GPN 37 Fasteners, pounds (N)1,4,5,6 Nominal Plywood Thickness2 (in.)

Minimum Thickness of Cold Formed Steel Framing3, gauge (mills) 20 (33)7

18 (43)7

16 (54)

14 (68)

3 / 8

17 (75)

51 (227)

95 (422)

95 (422)

15 / 32

17 (75)

54 (240)

114 (507)

114 (507)

19 / 32

17 (75)

54 (240)

114 (507)

114 (507)

Wood Structural Panel

Cold Formed Steel Member (CFS)

1 Allowable load safety factors determined in accordance with AISI-NAS, North American Specification for the Design of Cold-formed Steel Structural Members, AISI S100-2007. To obtain LRFD withdrawal capacities, the tabulated values must be multiplied by 1.6. 2 Data based on Structural 1 Plywood. Structural panel thicknesses shown are minimums. Thicker wood structural panels may be used without any change in the withdrawal load data for the same type and thickness cold-formed steel base materials. 3 Cold-formed steel framing thicknesses shown are minimums. Thicker steel may be used with no change in withdrawal load data for the same type and size wood structural panel. 4 The allowable loads listed are for single fastener withdrawal resistance only. For shear wall technical data, contact Hilti Technical Services at 1-877-749-6337 or [email protected]. 5 The fasteners must be installed a minimum of 3/8 inch (9.5 mm) from the edge of the plywood. The minimum spacing between fasteners is 2 inches (51 mm).

Figure 3 - Installed X-GPN 37 Fastener

Approvals ICC-ES (International Code Council)

ESR-Pending

6 Multiple fasteners are recommended for any attachment. 7 Not recommended for horizontal downward fastening applications such as flooring and roofing.

*Contact Hilti Technical Services at 1-877-749-6337 or [email protected] for Shear Wall Technical Data. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 41


3 . 2 . 5 X -G P N 3 7 M X P ly w o o d F a s t e n i n g S y s t e m Allowable Lateral Loads for X-GPN 37 Fasteners, pounds (N)1,4,5,6 Nominal Plywood Thickness2 (in.)

Minimum Thickness of Cold Formed Steel Framing3, gauge (mills) 20 (33)7

18 (43)7

16 (54)

14 (68)

3 / 8

87 (387)

134 (596)

155 (689)

170 (756)

15 / 32

87 (387)

138 (614)

158 (703)

188 (836)

19 / 32

87 (387)

150 (667)

158 (703)

200 (890)

1 Allowable load safety factors determined in accordance with AISI-NAS, North American Specification for the Design of Cold-formed Steel Structural Members, AISI S100-2007. To obtain LRFD lateral capacities, the tabulated values must be multiplied by 1.6. 2 Data based on Structural 1 Plywood. Structural panel thicknesses shown are minimums. Thicker wood structural panels may be used without any change in the lateral load data for the same type and thickness cold-formed steel base materials. 3 Cold-formed steel framing thicknesses shown are minimums. Thicker steel may be used with no change in lateral load data for the same type and size wood structural panel. 4 The allowable loads listed are for single fastener lateral resistance only. For shear wall technical data, contact Hilti Technical Services at 1-877-749-6337 or [email protected]. 5 The fasteners must be installed a minimum of 1 inch (25 mm) from the edge of the plywood in the direction of the load and 3/8" (9.5 mm) in the direction perpendicular to the load. The minimum spacing between fasteners is 2 inches (51 mm). 6 Multiple fasteners are recommended for any attachment. 7 Not recommended for horizontal downward fastening applications such as flooring and roofing.

3 .2 .5 .4 O r d e r i n g I n f o r m a t i io n Fastener Description X-GPN 37 MX

Description X-GPN 37 MX


Shank Ø in. (mm)

Guidance Washer Ø

Packaging Quantity

1-1 / 2 (37)

0.102 (2.60)

8 mm

750

Package Content

X-GPN 37 fasteners (750) and 1 gas canister

GX 120 Gas-Actuated System

Includes tool, detachable leg support, tool support, fastener pouch set, ear protectors, safety glasses, cleaning cloth and operating instructions in an impact-resistant plastic tool box

GC-22 Gas Canister

Gas Canister for GX-120

HILTI GX-120 Tool

HILTI GC-22 Gas Canister for GX-120

Hilti X-GPN 37 MX Fasteners 42 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D r y w a l l T r a c k F a s t e n in g S y s t e m s 3 . 2 . 6 3 .2 .6 .1 P r o d u c t D e s c r i p t i o n

3.2.6.1

Product Description

Hilti offers both powder-actuated and gas-actuated systems for attaching drywall track to concrete or steel. Powder-actuated fastening systems typically have more power than gasactuated fastening systems allowing for higher application limits with various base materials. Powder-actuated fasteners range in length from 1 / 2" to 2-1 / 2" for a wide variety of applications such as drywall track or attaching 2x4 wood members. Gas-actuated fastening systems are focused on high volume repetitive fastenings such as drywall track to standard strength concrete or steel (1 / 2" to 1-5 / 8" fastener length).

3.2.6.2


3.2.6.3

Technical Data

3.2.6.4


Product Features

Powder-actuated fasteners: • Shank diameters* of 0.145", 0.118", 0.138" or 0.157" are available providing a variety of solutions depending on application requirements. • Knurled shank fasteners available for steel applications.

Collated Track Fasteners for Concrete

• Full range of fasteners either collated or in single fastener configurations to maximize productivity. Gas-actuated fasteners:

Collated Track Fasteners for Steel

• Shank diameter of 0.118" provides ease of penetration in concrete and steel. • Collated fastener offering for high productivity in high volume applications. • Ideally suited for interior (drywall track), non-load bearing, nonstructural framing applications in concrete or steel.

Track Fastener Track Fastener with Metal with Plastic “Top Hat" “Top Hat" Washer Washer


ESR-2269 (X-U & X-U 15) ESR-1752 (X-GN, X-EGN & X-GHP) ESR-1663 (X-S13, X-S16, X-DW, X-C 22 P8TH & X-C 20 THP) COLA (City of Los Angeles)

RR 25675 (X-U & X-U 15) RR 25662 (X-GN, X-EGN & X-GHP) RR 25646 (X-S13, X-S16, X-DW, X-C 22 P8TH & X-C 20 THP)

3 .2 .6 .2 M a t e r i a l S p e c ifi c a t i o n s Fastener Designation

Fastener Material

Fastener Plating

Base Material

Powder-Actuated or Gas-Actuated

X-S13 THP X-S16 X-U 15

Carbon Steel Carbon Steel Carbon Steel

5 μm Zinc1 5 μm Zinc1 5 μm Zinc1

Powder-Actuated Powder-Actuated Powder-Actuated

X-DW

Carbon Steel

5 μm Zinc1

X-C X-EGN X-GN


5 μm Zinc1 2-8 μm Zinc 2-8 μm Zinc

X-GHP

Carbon Steel

2-8 μm Zinc

Steel Steel Steel Concrete, Masonry or Steel Concrete or Masonry Steel Concrete or Masonry High-Strength Concrete or Steel

Powder-Actuated Powder-Actuated Gas-Actuated Gas-Actuated Gas-Actuated

1 ASTM B 633, SC 1, Type III. * X-U Universal Powder-Actuated fasteners with 0.157" shank diameter are also available for drywall track fastening and are discussed in more detail in Sections 3.2.3 and 3.2.4. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 43


3 .2 .6 D r y w a ll Tr a c k F a s t e n in g S y s t e m s 3 . 2 . 6 . 3 T e c h n ic a l D a t a Allowable Loads in Normal Weight Concrete1,2 Description

Fastener

Shank Minimum Diameter* Embedment in. (mm) in. (mm)

Drywall X-C 22 P8TH Track Fastener

0.138

Drywall Track Fastener

X-DW

0.118

Drywall Track Gas Fastener

X-GN

Drywall Track Gas Fastener

X-GHP

(3.5) (3.0) 0.118

(3.0) 0.118

(3.0)

Concrete Compressive Strength 2000 psi 4000 psi 6000 psi Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

3 / 4

(19)

55

(0.24)

130

(0.58)

5 / 8 3 / 4 3 / 4 1

(16) (19) (19) (25)

20

55

60

(0.09) (0.27) 95 (0.42) 115 (0.51)

65

(0.24) (0.29) (0.53) (0.98)

5 / 8

(16)

–

120 220

–

90

(0.40)

(0.20) (0.40) 95 (0.42) 115 (0.51) 45

–

–

(0.24) (0.29) 120 (0.53) 220 (0.98)

– – – –

– – – –

55

90

50

(0.76)

170

65

(0.22)

120

(0.53)

50

(0.22)

(0.40)

90

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Multiple fasteners are recommended for any attachment.

Allowable Loads in Minimum f'c = 3000 psi Structural Lightweight Concrete1,4

Description

Fastener


X-C 20 THP


X-C 22 P8TH


X-DW

Drywall Track Gas Fastener Drywall Track Gas Fastener

X-GN X-GHP

Shank Minimum Diameter* Embedment in. (mm) in. (mm) 0.138

(3.5) 0.138

(3.5) 0.118

(3.0) 0.118

(3.0) 0.118

(3.0)

Installed into Concrete Tension lb (kN)

Shear lb (kN)

Fastener Location Installed Through 3" Deep Metal Deck into Concrete 2,3 Tension lb (kN) Shear lb (kN) Upper Fl ute Lower Flute

5 / 8

(16)

55

(0.24)

110

(0.49)

55

(0.24)

3 / 4

(19)

110

(0.49)

220

(0.98)

120

(0.53)

60

3 / 4 1

100

155

(0.31) (0.73) (0.33) (0.69)

35

220

(0.80) (0.93) (0.62) (0.98)

70

170

(0.44) (0.73) (0.51) (0.76)

180

3 / 4 1

(19) (25) (19) (25)

5 / 8

(16)

60

(0.27)

140

(0.62)

60

(0.27)

165 115

210 140

165 75

–

110

(0.49)

(0.27)

260

(1.16)

170

160

(0.16) (0.49) (0.38) (0.71)

255

(0.76) (1.20) (0.78) (1.13)

60

(0.27)

175

(0.78)

110 85

270 175

1 The tabulated allowable load values are for the low-velocit y fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations, & load orientations for the deck pro file. 3 Structural lightweigh t concrete fill above top of metal deck shall be a minimum of 3-1 / 4" deep. 4 Multiple fasteners are recommended for any attachment.

Allowable Loads In Minimum f’c = 3000 psi Structural Lightweight Concrete Over 1-1 / 2" Deep, B-Type Steel Deck1,4 Description

Fastener


X-C 22 P8TH


X-DW

Drywall Track Gas Fastener Drywall Track Gas Fastener

X-GN X-GHP

Shank Diameter* in. (mm) 0.138

(3.5) 0.118

(3.0) 0.118

(3.0) 0.118

(3.0)

Minimum Embedment in. (mm)

Fastener Location Installed Through 1-1 / 2" Deep Metal Deck into Concrete 2,3 Tension lb (kN) Shear lb (kN) Upper Flute Lower Flute

3 / 4

(19)

90

(0.40)

110

(0.49)

295

(1.31)

3 / 4 1

105

160

(0.29) (0.82) (0.38) (0.71)

315

155

(0.47) (0.93) (0.33) (0.69)

65

3 / 4 1

(19) (25) (19) (25)

255

(1.40) (1.56) (0.78) (1.13)

5 / 8

(16)

60

(0.27)

60

(0.27)

175

(0.78)

210 75

185 85

350 175

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Steel deck profiles are 1-1 / 2" deep, B-type deck with a thickness of 20 gauge (0.0358" ). Fasteners may be installed through the metal deck into lightweight concrete having both nominal & inverted deck profile orientations with a minimum lower flute width of 1-3 / 4" or 3-1 / 2", respectively. Fasteners shall be placed at centerline of deck flutes. Refer to Figures 2 & 3 (Section 3.2.1.1.6) for additional flute dimensions, fastener locations, and load orientations for both deck orientations. 3 Structural lightweight concrete fill above top of metal deck shall be a minimum 2-1 / 2" deep. 4 Multiple fasteners are recommended for any attachment. * X-U Universal Powder-Actuated fasteners with 0.157" shank diameter are also available for drywall track fastening and are discussed in more detail in Sections 3.2.3 and 3.2.4. 44 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D r y w a l l T r a c k F a s t e n in g S y s t e m s 3 . 2 . 6 Allowable Loads in Concrete Masonry Units1,2,3,4,5,10 Fastener Description

Drywall Track Fasteners Drywall Track Gas Fastener Drywall Track Gas Fastener

Hollow CMU Grout Filled CMU Mortar Joint 6 Shank Min. Face Shell 6 Face Shell 6 Mortar Joint 6 Top of Grouted Cell 8 Fastener 7 7 Diameter* Embed. Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear9 in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 0.118 1 115 130 30 65 120 140 45 120 120 165

X-DW

X-GN

X-GHP

(3.0)

(25)

(0.51)

(0.58)

(0.13)

(0.29)

(0.53)

(0.62)

(0.20)

3 / 4

90

115

65

55

95

120

70

85

0.118

(19)

(0.40)

(0.51)

(0.29)

(0.24)

(0.42)

(0.53)

(0.31)

(0.38)

(3.0)

1

115

130

70

65

130

140

85

120

(25)

(0.51)

(0.58)

(0.31)

(0.29)

(0.58)

(0.62)

(0.38)

(0.53)

0.118

5/8

40

80

15

40

90

100

40

80

(3.0)

(16)

(0.18)

(0.36)

(0.07)

(0.18)

(0.40)

(0.44)

(0.18)

The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90, Grade N, Type 1. 3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N. 4 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476, as coarse grout. 5 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. 6 Fastener can be located anywhere on the face shell as shown in the figure to the right. 7 Shear direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane. 8 Fastener located in center of grouted cell installed vertically. 9 Shear can be in any direction. 10 Multiple fasteners are recommended for any attachment.

(0.53)

(0.53)

(0.73)

65

90

(0.29)

(0.40)

75

95

(0.33)

(0.42)

60

(0.36)

85

(0.27)

(0.38)

1

T-Joint

Bed Joint

1"


1"

Acceptance Locations (NON-SHADED AREAS) for Drywall Track Fasteners in CMU Walls

Allowable Loads in Minimum ASTM A 36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel1,2,6,7


Standard Smooth Shank

Fastener

X-S13

Drywall Track Smooth Shank X-S16 P8TH w / Metal Top Hat Washer Universal Knurled Shank Drywall Track Smooth Shank

X-U 15 X-DW X-EGN4

Drywall Track Smooth Shank X-EGN3,4 Drywall Track Gas Fastener

X-GHP

Shank Diameter* in. (mm) 0.145

(3.7) 0.145

(3.7) 0.145

(3.7) 0.118

(3.0) 0.118

(3.0) 0.118

(3.0) 0.118

(3.0)

1 / 8

3 / 16

Steel Thickness (in.) 1 / 4 3 / 8

1 / 2

≥3 / 4

Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

140

300

300

450

300

450

300

450

(0.62) (1.33) (1.33) (2.00) (1.33) (2.00) (1.33) (2.00) –

–

–

–

–

–

140

270

250

530

330

575

335

610

–

125

230

–

265

480

(1.11) (2.36) (1.47) (2.56) (1.49) (2.71) (1.18) (2.14) 155

395

230

395

420

450

365 5

5005

–

–

–

–

3655

4005

(0.69) (1.76) (1.02) (1.76) (1.87) (2.00) (1.62) (2.22) (1.62) (1.78) 240

400

320

425

(1.07) (1.78) (1.42) (1.89) 220

275

225

320

–

–

280

375

(0.62) (1.20) (0.98) (1.22) (1.00) (1.42) (1.25) (1.67) –

–

220

315

260

375

280

400

(0.98) (1.40) (1.16) (1.67) (1.25) (1.78) 170

245

200

230

250

255

(0.56) (1.02) (0.76) (1.09) (0.89) (1.02) (1.11) (1.13)

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

–

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be in investigated in accordance with accepted design criteria. 2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3, except as noted in this table. 3 Based on testing with Fy = 50 ksi base material. 4 X-EGN fasteners installed into 3 / 8" or thicker base steel require 0.320" minimum penetration depth. 5 Based upon minimum point penetration of 15 / 32". 6 Multiple fasteners are recommended for any attachment. 7 Refer to guidelines for fastening to steel, Section 3.2.1.2, for application limits. * X-U Universal Powder-Actuated fasteners with 0.157" shank diameter are also available for drywall track fastening and are discussed in more detail in Sections 3.2.3 and 3.2.4. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 45


3 .2 .6 D r y w a ll Tr a c k F a s t e n in g S y s t e m s Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing with P ower-Driven Fasteners1,2,3,4 Fastener Description*

Fastener

Head Dia. in.

(mm) 0.118" shank with Plastic Top Hat Washer 0.118" shank with MX collation 0.138" shank with Plastic Top Hat Washer 0.145" shank with Plastic Top Hat Washer 0.145" shank with Metal Top Hat Washer

X-DW THP X-DW, X-GN, X-EGN, X-GHP X-C 20 THP X-S13 THP X-S16 P8TH X-U 15 P8TH

14 ga.

650

(7.0)

(2.89)

(7.0) 0.322

(8.2) 0.322

(8.2) 0.322

(8.2)

Sheet Steel Thickness 18 ga. 20 ga. 22 ga.

24 ga.

25 / 26 ga.

Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)

0.276 0.276

16 ga.

– – – –

635

–

–

(2.82)

–

–

–

410

390

300

335

250

235

170

185

100

125

(1.82)

(1.73)

(1.33)

(1.49)

(1.11)

(1.05)

(0.76)

(0.82)

(0.44)

(0.56)

325

390

265

335

250

235

170

185

100

125

(1.45)

(1.73)

(1.18)

(1.49)

(1.11)

(1.05)

(0.76)

(0.82)

(0.44)

(0.56)

860

685

715

490

465

360

375

300

265

205

200

120

130

(3.83)

(3.05)

(3.18)

(2.18)

(2.07)

(1.60)

(1.67)

(1.33)

(1.18)

(0.91)

(0.89)

(0.53)

(0.58)

985

685

720

490

515

360

440

300

310

205

235

120

145

(4.38)

(3.05)

(3.20)

(2.18)

(2.29)

(1.60)

(1.96)

(1.33)

(1.38)

(0.91)

(1.05)

(0.53)

(0.64)

–

940

940

785

685

625

550

510

465

390

365

335

315

(4.18)

(4.18)

(3.49)

(3.05)

(2.78)

(2.45)

(2.27)

(2.07)

(1.73)

(1.62)

(1.49)

(1.40)

1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI NASPEC, 2007 edition. 2 Allowable pullover capacities of sheet steel should be compared to the allowable fastener tensile load capacities in concrete, steel, and masonry to determine controlling resistance load. 3 Allowable shear bearing capacities of sheet steel should be compared to allowable fastener shear capacities in concrete, steel or masonry to determine controlling resistance load. 4 Data is based on the following minimum sheet steel properties, Fy = 33 ksi, Fu = 45 ksi (ASTM A 653 material).

3 .2 .6 .4 O r d e r i n g In f o r m a t i o n Powder-Actuated (Concrete) Fastener Description

X-C 20 THP X-C 22 TH X-C 20 MX X-DW 20 THP X-DW 20 MX


Shank Ø* in. (mm)

Washer Ø

Packaging Qty

3 / 4 (20) 7 / 8 (22) 3 / 4 (20) 3 / 4 (20) 3 / 4 (20)

0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.118 (3.0) 0.118 (3.0)

8 mm plastic tophat 8 mm metal tophat Collated 8 mm plastic tophat Collated

1000 pcs / box 1000 pcs / box 1000 pcs / box 1000 pcs / box 1000 pcs / box


Shank Ø* in. (mm)

Washer Ø

Packaging Qty

1 / 2 (13) 1 / 2 (13) 5 / 8 (16) 5 / 8 (16) 5 / 8 (16)

0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.145 (3.7)

8 mm plastic tophat Collated 8 mm metal tophat Collated 8 mm metal tophat

100 or 1000 pcs / box 100 or 1000 pcs / box 1000 pcs / box 1000 pcs / box 1000 pcs / box


Shank Ø in. (mm)

Washer Ø

Packaging Qty

3 / 4 (20) 1 (27) 1-1 / 4 (32) 1-5 / 8 (39) 11 / 16 (18) 3 / 4 (20)

0.118 (3.0) 0.118 (3.0) 0.118 (3.0) 0.118 (3.0) 0.118 (3.0) 0.118 (3.0)

Collated Collated Collated Collated Collated Collated

750 pcs / box 750 pcs / box 750 pcs / box 750 pcs / box 750 pcs / box 750 pcs / box


Shank Ø in. (mm)

Washer Ø

Packaging Qty

1 / 2 (14) 11 / 16 (18) 3 / 4 (20)

0.118 (3.0) 0.118 (3.0) 0.118 (3.0)


750 pcs / box 750 pcs / box 750 pcs / box

Powder-Actuated (Steel) Fastener Description

X-S13 THP X-S13 MX X-U 15 TH X-U 15 MX X-S16 TH

Gas-Actuated (Concrete) Fastener Description

X-GN 20 MX X-GN 27 MX X-GN 32 MX X-GN 39 MX X-GHP 18 MX X-GHP 20 MX

Gas-Actuated (Steel) Fastener Description

X-EGN 14 MX (steel) X-GHP 18 MX X-GHP 20 MX

* X-U Universal Powder-Actuated fasteners with 0.157" shank diameter are also available for drywall track fastening and are discussed in more detail in Sections 3.2.3 and 3.2.4. 46 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


S ill P la t e F a s t e n in g S y s t e m s 3 .2 .7 3 .2 .7 . 1 P r o d u c t D e s c r i p t i o n The 2-7 / 8" Hilti X-CF, X-CP and X-CR-L fasteners are speci fically designed for attaching wood sill plates to concrete substrates. Hilti offers a s uitable fastener for all sill plate application conditions. The carbon steel thick coated X-CP 72 P8S23 fastener together with the SAE 316 X-CR-L 72 P8S23 fastener complement the Hilti powder-actuated fastener portfolio specifically for sill plate applications where pressure treated lumber is being used.

Product Features and Bene fi ts

• Fasteners for use with chemical pressure treated lumber (X-CP and X-CR-L).

3.2.7.1

Product Description

3.2.7.2


3.2.7.3

Technical Data

3.2.7.4


• Pre-assembled washer for fast and reliable installation. • Washer clearly stamped with material / coating for easy inspection. • X-CP: Additional plastic insert to minimize coating damage during installation.

Both the X-CP and X-CR-L fasteners are suitable for use with pressure treated lumber sill plates. Reference General Guidelines on top of following page for fastener recommendation dependent on environment conditions and lumber type used. Both fasteners have a premounted 0.905" (23 mm) 16 gauge washer for fast and reliable installation. The carbon steel thick coated X-CP fastener has an additional plastic washer that minimizes coating damage by the washer during installation. These sill plate fasteners are suitable for use with Hilti’s powder-actuated tools and cartridges.

X-CF

X-CP

X-CR-L



RR 25708

Installed X-CR-L fastener with “316" clearly marked on washer.

Installed X-CP fastener with “A 153" clearly marked on washer.

3 .2 .7 . 2 M a t e r i a l S p e c ifi c a t i o n s Fastener Designation

Fastener Material

Washer Material

Fastener Plating

Washer Plating

X-CF 72 P8 S23

Carbon Steel

Carbon Steel

X-CP 72 P8 S23

Carbon Steel

Carbon Steel

X-CR-L 72 P8 S23

SAE 316 SS

SAE 304 SS

5 μm Zinc1 Thick Mechanical Plated2 > 86 μm N / A

5 μm Zinc1 Thick Mechanical Plated2 > 86 μm N / A

1 ASTM B 633, SC 1, Type III. 2 Equivalent in corrosion resistance to ASTM A 153 HDG.



3 . 2 . 7 S i ll P l a t e F a s t e n i n g S y s t e m s General Guidelines for Untreated and Pressure-Treated Lumber1,2,3 Low

Medium

High

Indoor & Exterior - Wet: Indoor - Dry:

Indoor & Exterior - Dry:

Environment

Untreated Lumber with no moisture exposure

Pressure Treated Lumber with no moisture exposure

Heavy industrial or coastal areas with high prolonged moisture levels but no direct exposure to chlorides, and average temperatures below 86 °F (30 °C).

Wood Type

Untreated Lumber

SBX / DOT, Zinc borated ACQ, CA-B,CBA-A treated or untreated lumber

All wood types (Untreated lumber, SBX / DOT, Zinc borated ACQ, CA-B, CBA-A, ACZA)

Fastener

Carbon Steel, electro-galvanized (min. 5 - 13 microns)

Carbon Steel, Thick Mechanical Plated (Power Driven Fasteners > 86 microns)

SAE 316 Stainless Steel

X-CP washer denoting ASTM A 153 Corrosion Resistance

X-CR-L washer denoting the material of the fastener SAE 316 Stainless Steel

Washer Designation Inspection

X-CF washer

1 If the moisture content of Pressure Treated Lumber is high (> 18 %) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel grade for your application. 2 Guidelines based on fastener coating / material resistance to environmental corrosion (commonly called “r usting"). Evaluate site conditions which may affect these guidelines, such as: corrosive agents other than those listed; expected service life; other (non environmental) types of corrosion etc. 3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86 °F (30 °C)) it is generally recommended that a Highly Corrosive Resistant (HCR) Fastener be used such as Hilti HAS HCR Adhesive Anchor Rods. Contact Hilti Technical Support for more information.

3 .2 .7 . 3 T e c h n ic a l D a t a Allowable Loads for Sill Plate Fasteners Installed in Minimum f 'c = 2,000 psi Normal Weight Concrete1,2,3 Fastener Designation


Washer Diameter in. (mm)


Tension lb (kN)

Shear lb (kN)

Interior Shear Wall or Interior Non-Shear Wall4

X-CF 72 P8 S23 X-CP 72 P8 S23 X-CR-L 72 P8 S23

0.145 0.145 0.145

(3.7) (3.7) (3.7)

0.905 0.905 0.905

(23) (23) (23)

2-7 / 8 2-7 / 8 2-7 / 8

Exterior Shear Wall

X-CF 72 P8 S23 X-CP 72 P8 S23 X-CR-L 72 P8 S23

0.145 0.145 0.145

(3.7) (3.7) (3.7)

0.905 0.905 0.905

(23) (23) (23)

(72) (72) (72)

130

(72) (72) (72)

130

175 140

(0.58) (0.78) (0.62)

210

(0.58) (0.73) (0.62)

165

250 155

(0.93) (1.11) (0.69)

5

2-7 / 8 2-7 / 8 2-7 / 8

165 140

95 130

(0.73) (0.42) (0.58)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood sill plates connected to the substrate must be investigated in accordance with accepted design criteria. 2 Multiple fasteners are recommended for any attachment. 3 Allowable load values are for attachment of nominal 2x lumber with the steel washer bearing on the top surface of the wood. 4 These allowable load values based on testing performed at a minimum 2-3 / 4" edge distance (i.e. middle of slab). 5 These allowable load values based on testing performed at 1-3 / 4" edge distance.

3 .2 .7 . 4 O r d e r i n g In f o r m a t i o n Fastener Description Carbon Steel - 5 μm Zinc X-CF 72 P8 S23 Carbon Steel - Thick Mechanical Plated min. 86 μm X-CP 72 P8 S23 Stainless Steel – SAE 316 fastener / SAE 304 washer X-CR-L 72 P8 S23


Shank Ø in. (mm)

Washer Ø in. (mm)

Packaging Qty

2-7 / 8 (72)

0.145 (3.7)

0.905 (23)

100 pcs. / box

2-7 / 8 (72)

0.145 (3.7)

0.905 (23)

100 pcs. / box

2-7 / 8 (72)

0.145 (3.7)

0.905 (23)

100 pcs. / box



S t u d Fa s t e n e r s f o r A t t a c h m e n t t o C o n c r e t e 3 . 2 . 8 3 .2 .8 .1 P r o d u c t D e s c r ip t i o n

3.2.8.1

Product Description

The Hilti threaded stud program is for use with Hilti powder-actuated tools to provide a fast and reliable solution for making attachments to concrete base materials. Threaded studs are available in standard carbon steel or SAE 316 equivalent stainless steel for high corrosion resistance in order to meet a wide variety of application requirements.

3.2.8.2


3.2.8.3

Technical Data

3.2.8.4

Installation Instructions

3.2.8.5


The X-W6 and W10 threaded studs have varying shank lengths to provide reliable fastenings to standard and high strength concrete. Thread diameters of 1 / 4" have thread lengths ranging from 1 / 2" through 1-1 / 2". The 3 / 8" thread diameter has a single thread length of 1-3 / 16".


Fastener Material

Fastener Plating

X-W6 W10 X-CR W6

Carbon Steel Carbon Steel SAE 316 Equivalent

5 μm Zinc1 5 μm Zinc1 N / A

1 ASTM B 633, SC1, Type III

X-W6

W10

X-CR W6

3 .2 .8 .3 T e c h n ic a l D a t a Fastener Designation

Thread Designation

X-W6-11-22 X-W6-11-27 X-W6-20-22 X-W6-20-27 X-W6-38-27 X-CR W6-11-27 X-CR W6-22-27 W10-30-27 W10-30-32 W10-30-42

UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 3 / 8-inch UNC 3 / 8-inch UNC 3 / 8-inch

Thread Length

Thread Length in. (mm) 7 / 16 7 / 16 3 / 4 3 / 4 1-1 / 2 7 / 16 7 / 8 1-3 / 16 1-3 / 16 1-3 / 16

Listings / Approvals


(11) (11) (20) (20) (38) (11) (22) (30) (30) (30)

7 / 8 1 7 / 8 1 1 1 1 1 1-1 / 4 1-5 / 8

ICC-ES (International Code Council)

ESR-1663

(22) (27) (22) (27) (27) (27) (27) (27) (32) (42)

COLA (City of Los Angeles)

RR 25646 FM (Factory Mutual)

W10-30-27P10, W10-30-32P10 & W1030-42P10 Fasteners for Sprinkler Pipe Hangers UL (Underwriters Laboratories)

W10-30-32P10 & W10-30-42P10, Fasteners for Sprinkler Pipe Hangers

Shank Length

Allowable Loads in Normal Weight Concrete1,2

Description

Fastener

1 / 4–20 Threaded Stud

X-W6


W10

1 / 4–20 Stainless Steel Threaded Stud

X-CR W6

Shank Diameter

Minimum Embedment

in. (mm) 0.145

in. 3 / 4 1 1 1-1 / 4 1-5 / 8

(mm)

(19) (25) (25) (32) (41)

Concrete Compressive Strength 2000 psi 4000 psi Tension Shear Tension Shear lb lb lb lb (kN) (kN) (kN) (kN) 40 55 40 55 (0.18) (0.24) (0.18) (0.24) 85 195 110 225 (0.38) (0.87) (0.49) (1.00) 85 95 100 105 (0.38) (0.42) (0.44) (0.47) 175 345 200 380 (0.78) (1.53) (0.89) (1.69) 285 380 385 395 (1.27) (1.69) (1.71) (1.76)

1

(25)

85

(3.7) 0.205

(5.2) 0.145

(3.7)

(0.38)

195

(0.87)

110

(0.49)

225

(1.00)

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Multiple fasteners are recommended for any attachment.



3 .2 .8 S t u d F a s t e n e r s f o r A t t a c h m e n t t o C o n c r e t e Allowable Loads in Minimum f'c = 3000 psi Structural Lightweight Concrete1,4


Fastener


X-W6


W10

Shank Dia. in. (mm) 0.145

(3.7) 0.205

(5.2)

1/4–20 Stainless Steel X-CR W6 Threaded Stud

0.145

(3.7)

Min. Embed.


(20) (25) (25) (32) (41)

Tension lb (kN) 125 (0.56) 175 (0.78) 265 (1.18) 280 (1.25) 445 (1.98)

Shear lb (kN) 185 (0.82) 185 (0.82) 190 (0.85) 380 (1.69) 540 (2.40)

(25)

175

185

in. 3/4 1 1 1-1 / 4 1-5 / 8

(mm)

1

(0.78)

Fastener Location Installed Through 3" Deep Metal Deck into Concrete 2,3 Tension lb (kN) Shear Upper Flute Low er Flute lb (kN) 125 (0.56) 115 (0.54) 185 (0.82) 160 (0.71) 180 (0.80) 185 (0.82) 160 (0.71) 185 (0.82) – 160 (0.71) 210 (0.93) 470 (2.09)

(0.82)

435

(1.93)

325

(1.45)

675

(3.00)

160

(0.71)

190

(0.85)

185

(0.82)

1 The tabulated allowable load values are for the low-velocit y fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The steel deck profile is 3" deep composite floor deck with a thickness of 20 gauge (0.0358"). Figure 1 (Section 3.2.1.1.6) shows the nominal flute dimensions, fastener locations and load orientations for the deck pro file. 3 Structural lightweigh t concrete fill above top of metal deck shall be a minimum of 3-1 / 4" deep. 4 Multiple fasteners are recommended for any attachment.

Allowable Loads in Concrete Masonry Units1,2,3,4,5,8 Hollow CMU Fastener Description

Fastener

1 / 4-20 Threaded Stud

X-W6


6

Face Shell Minimum Embedment Tension Shear in. (mm) lb (kN) lb (kN)

Grout Filled CMU

Mortar Joint

6

Face Shell6 7

Mortar Joint6

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear7 lb (kN)

0.145

1

105

175

80

110

125

175

135

150

(3.7)

(25)

(0.47)

(0.78)

(0.36)

(0.49)

(0.56)

(0.78)

(0.60)

(0.67)

1

The tabulated allowable load values are for the low-velocity fastener only, using a safety factor of 5.0 or higher. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria.

2

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90, Grade N, Type 1.

3

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270, Type N.

4

The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476, as coarse grout.

5

No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell.

6

Fastener can be located anywhere on the face shell or mortar joint as shown in the figure to the right.

7

Shear direction can be horizontal or vertical (Bed Joint or T-Joint) along the CMU wall plane.

8

Multiple fasteners are recommended for any attachment.

T-Joint

Bed Joint

1"

1"


Acceptance Locations (NON-SHADED AREAS) for Threaded Studs in CMU Walls

Allowable Bending Moments for Threaded Stud Fasteners Installed in Minimum 2,000 psi Concrete1 Fastener Designation

M rec ft-lb (Nm)

X-W6

3.6

(4.9)

W10

10.0

(13.6)

X-CR W6

3.2

(4.3)

1 Based on a safety factor greater than or equal to 2.0. 2 For more information on bending moments, reference Section 3.2.1.1.7.



S t u d Fa s t e n e r s f o r A t t a c h m e n t t o C o n c r e t e 3 . 2 . 8 3 . 2 . 8 . 4 I n s t a l la t i o n In s t r u c t i o n s

Tmax

Press tip of fastener to concrete base material. Drive fastener with Hilti powder-actuated tool.

Ensure proper threaded stud embedment.

Make attachment. Do not exceed Maximum Tightening Torque, Tmax.

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Concrete, ft-lb (Nm)

X-W6 3.0 (4.0)

Stud Type W10 4.5 (6.0)

X-CR W6 3.0 (4.0)

3 .2 .8 .5 O r d e r in g In f o r m a t i o n Fastener Description

X-W6-11-22 FP8 X-W6-11-27 FP8 X-W6-20-22 FP8 X-W6-20-27 FP8 X-W6-38-27 FP8 X-W6-11-22 D12 X-W6-20-22 D12 X-W6-20-27 D12 W10-30-27 P10 W10-30-32 P10 W10-30-42 P10 X-CR W6-11-22 FP8 X-CR W6-11-27 FP8


Shank Ø in. (mm)

Thread Length in. (mm)

7 / 8 (22)

0.145 (3.7)

7 / 16 (11)

1 (27)

0.145 (3.7)

7 / 16 (11)

7 / 8 (22)

0.145 (3.7)

3 / 4 (20)

1 (27)

0.145 (3.7)

3 / 4 (20)

1 (27)

0.145 (3.7)

1-1 / 2 (38)

7 / 8 (22)

0.145 (3.7)

7 / 16 (11)

7 / 8 (22)

0.145 (3.7)

3 / 4 (20)

1 (27)

0.145 (3.7)

3 / 4 (20)

1 (27)

0.205 (5.2)

1-3 / 16 (30)

1-1 / 4 (32)

0.205 (5.2)

1-3 / 16 (30)

1-5 / 8 (42)

0.205 (5.2)

1-3 / 16 (30)

7 / 8 (22)

0.145 (3.7)

7 / 16 (11)

1 (27)

0.145 (3.7)

7 / 16 (11)

Thread Ø

Guidance Washer Ø

Packaging Quantity

UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch

8 mm plastic 8 mm plastic 8 mm plastic 8 mm plastic 8 mm plastic

100 pcs 100 pcs 100 pcs 100 pcs 100 pcs

UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch

12 mm plastic 12 mm plastic 12 mm plastic

100 pcs 100 pcs 100 pcs


10 mm plastic 10 mm plastic 10 mm plastic

100 pcs 100 pcs 100 pcs

UNC 1 / 4-inch UNC 1 / 4-inch

8 mm plastic 8 mm plastic

100 pcs 100 pcs

X-W6

W10*

X-CR W6

* W10 threaded stud installation requires a 10mm fastener base plate.



3 .2 .9 S t u d F a s t e n e r s f o r At t a c h m e n t t o S t e e l 3.2.9.1

Product Description

3 .2 .9 .1 P r o d u c t D e s c r ip t i o n

3.2.9.2


3.2.9.3

Technical Data

3.2.9.4


3.2.9.5


The Hilti threaded stud program is for use with Hilti powder-actuated tools to provide a fast and reliable solution for making attachments to steel base material in lieu of through bolting, screw fastening, or stud welding. Threaded studs are available in SAE 316 stainless steel equivalent corrosion resistance or carbon steel to meet a wide range of application requirements when making

fastenings to steel greater than or equal to 3 / 16". The X-EW6H and X-EW10H threaded studs are hardened fasteners with a unique knurled shank design for improved penetration and high tension and shear values in ASTM A 36 and higher grades of steel. Thread diameters are 1 / 4", 3 / 8", and 8 mm with thread lengths ranging from 3 / 8" to 1-1 / 2".

3 .2 .9 .2 M a t e r i a l S p e c i fi c a t i o n s X-EW6H X-EW10H

X-CRM8

X-BT W6* X-BT W10* X-BT M8*


ESR-2347

Fastener Designation

Fastener Material

Fastener Plating

X-EW6H X-EW10H X-CRM8 X-BT W6* X-BT W10* X-BT M8*

Carbon Steel Carbon Steel SAE 316 Stainless Steel2 SAE 316 Stainless Steel2 SAE 316 Stainless Steel2 SAE 316 Stainless Steel2

5 μm Zinc1 5 μm Zinc1 N / A N / A N / A N / A

1 ASTM B 633, SC 1, Type III 2 Equivalent corrosion resistance to SAE 316 stainless steel


RR 25684

3 .2 .9 .3 T e c h n ic a l D a t a

FM (Factory Mutual)

Threaded Steel Stud Speci fication Table

X-EW10H and X-EW6H UL (Underwriters Laboratories)

X-EW10H and X-EW6H

Designation

ABS (American Bureau of Shipping) Lloyds Register GL (Germanischer Lloyd) DNV

Thread Length

Thread Designation

X-EW6H-11-9 UNC 1 / 4-inch X-EW6H-20-9 UNC 1 / 4-inch X-EW6H-28-9 UNC 1 / 4-inch X-EW6H-38-9 UNC 1 / 4-inch X-EW10H-30-14 UNC 3 / 8-inch X-CRM8-9-12 Metric 8 mm X-CRM8-15-12 Metric 8 mm X-BT W6-24-6* UNC 1/4-inch X-BT M8-15-6* Metric 8 mm X-BT W10-24-6* UNC 3 / 8-inch

Thread Length in. 7 / 16 3 / 4 1-1 / 8 1-1 / 2 1-3 / 16 3 / 8 5 / 8 15 / 16 5 / 8 15 / 16

(mm) (11) (20) (28) (38) (30) (9) (15) (24) (15) (24)

Shank Length in. 3 / 8 3 / 8 3 / 8 3 / 8 9 / 16 1 / 2 1 / 2 1 / 4 1 / 4 1 / 4

(mm) (9) (9) (9) (9) (14) (12) (12) (6) (6) (6)

Threaded Stud Stand-Off, hNVS in. (mm) 3 / 8 – 1 / 2 (9.5 - 12.5) 23 / 32 – 27 / 32 (18.5 - 21.5) 1-1 / 16 – 1-5 / 32 (26.5 - 29.5) 1-7 / 16 – 1-9 / 16 (36.5 - 39.5) 1-3 / 32 – 1-7 / 32 (28.0 - 31.0) 7 / 16 – 19 / 32 (11.0 – 15.0) 5 / 8 – 25 / 32 (16.0 – 20.0) 1 – 1-1 / 16 (25.7 – 26.8) 5 / 8 – 11 / 16 (15.7 - 16.8) 1 – 1-1 / 16 (25.7 – 26.8)

hNVS

Shank Length

Thread and Shank Length

Threaded Stud Stand-off (hNVS )

* Innovative blunt-tip X-BT fasteners are discussed in more detail in Section 3.2.10 52 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


S t u d F a s t e n e r s f o r A t t a c h m e n t t o S t e e l 3 .2 .9 Allowable Loads in Minimum ASTM A 36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel1,2 Steel Thickness in. (mm)


Stud Type

X-EW6H

0.145

(3.7)

X-EW10H

0.205

(5.2)

3 / 16 (4.8) Tension lb (kN)

1 / 4 (6.4)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

3 / 8 (9.5) Tension lb (kN)

Shear lb (kN)

1 / 2 (12.7) Tension lb (kN)

Shear lb (kN)

≥ 3 / 4 (19.1)

Tension lb (kN)

Shear lb (kN)

–

–

360

500

500

600

500

600

500

600

(1.60)

(2.22)

(2.22)

(2.67)

(2.22)

(2.67)

(2.22)

(2.67)

–

–

970

1000

1100

1100

1100

1100

800

800

(4.31)

(4.45)

(4.89)

(4.89)

(4.89)

(4.89)

(3.56)

(3.56)

405

405

405

405

405

405

(1.80)

(1.80)

(1.80)

(1.80)

(1.80)

(1.80)

–

–

X-CRM8

0.157

(4.0)

–

–

X-BT3 W6/W10/M8

0.177

(4.5)

–

–

245

425

405

585

405

585

405

585

(1.09)

(1.89)

(1.80)

(2.60)

(1.80)

(2.60)

(1.80)

(2.60)

1 The tabulated allowable load values are for the low-velocity threaded studs only, using a factor of safety that is greater than or equal to 5.0, calculated in accordance with AC70. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Tabulated allowable load values based upon embedment in steel such that threaded stud stand-off, hNVS, complies with the Threaded Steel Stud Specification Table. 3 To prevent through penetration or damage to coatings on the base steel, a minimum base steel thickness of 5 / 16" is required for X-BT threaded studs. Load values provided for 3 / 8" base steel thickness are also valid for 5 / 16" base steel thickness. For further information, reference Section 3.2.10.

Allowable Bending Moments For Threaded Stud Fasteners Installed in Minimum ASTM A 36 Steel1 Mrec ft-lb (Nm)

Fastener Nomenclature X-EW6H

2.2

(3.0)

X-EW10H

6.5

(8.8)

X-CRM8

4.0

(5.5)

X-BT W6/W10/M8

6.0

(8.2)

1 Based on a safety factor greater than or equal to 2.0. 2 For more information on bending mements, reference Section 3.2.1.2.7.

3 . 2 . 9 . 4 I n s t a l la t i o n In s t r u c t i o n s

Tmax hNVS

Press tip of fastener to steel material. Drive fastener with Hilti powderactuated tool.

Ensure proper threaded stud stand-off.

Make attachment. Do not exceed Maximum Tightening Torque, Tmax.

Note: Installation instructions for innovative blunt-tip X-BT fasteners are provided in Section 3.2.10.4

Maximum Tightening Torque, Tmax, for Threaded Studs Driven into Steel, ft-lb (Nm) Stud Type X-EW6H 3.0

(4.1)

X-EW10H 11.0

(14.9)

X-CRM8 6.0

(8.1)

X-BT* W6, W10 & M8 6.0 (8.1)

*Innovative blunt-tip X-BT fasteners are installed with a Hilti DX-351BT powder-actuated tool and discussed in more detail in Section 3.2.10. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 53


3 .2 .9 S t u d F a s t e n e r s f o r At t a c h m e n t t o S t e e l 3 .2 .9 .5 O r d e r i n g In f o r m a t i o n Fastener Description

X-EW6H-38-9FP8 X-EW6H-38-9P12 X-EW6H-28-9FP8 X-EW6H-28-9P12 X-EW6H-20-9FP8 X-EW6H-20-9P12 X-EW6H-11-9FP8 X-EW6H-11-9P12 X-EW10H-30-14P10 X-BT W6-24-6 SN12-R* X-BT W10-24-6 SN12-R* X-BT M8-15-6 SN12-R* X-CRM8-15-12-P8 X-CRM8-15-12-FP10 X-CRM8-9-12-P8 X-CRM8-9-12-FP10


Shank Ø in. (mm)


3 / 8 (9)

0.145 (3.7)

1-1 / 2 (38)

3 / 8 (9)

0.145 (3.7)

1-1 / 2 (38)

3 / 8 (9)

0.145 (3.7)

1-1 / 8 (28)

3 / 8 (9)

0.145 (3.7)

1-1 / 8 (28)

3 / 8 (9)

0.145 (3.7)

3 / 4 (20)

3 / 8 (9)

0.145 (3.7)

3 / 4 (20)

3 / 8 (9)

0.145 (3.7)

7 / 16 (11)

3 / 8 (9)

0.145 (3.7)

7 / 16 (11)

9 / 16 (14)

0.205 (5.2)

1-3 / 16 (30)

1 / 4 (6)

0.177 (4.5)

15 / 16 (24)

1 / 4 (6)

0.177 (4.5)

15 / 16 (24)

1 / 4 (6)

0.177 (4.5)

5 / 8 (15)

1 ⁄ 2 (12)

0.157 (4.0)

5 / 8 (15)

1 ⁄ 2 (12)

0.157 (4.0)

5 / 8 (15)

1 ⁄ 2 (12)

0.157 (4.0)

3 / 8 (9)

1 ⁄ 2 (12)

0.157 (4.0)

3 / 8 (9)

Thread Ø

Guidance Washer Ø

Packaging Quantity

UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 3 / 8-inch UNC 1 / 4-inch UNC 3 / 8-inch Metric 8 mm Metric 8 mm Metric 8 mm Metric 8 mm Metric 8 mm

8 mm plastic 12 mm plastic 8 mm plastic 12 mm plastic 8 mm plastic 12 mm plastic 8 mm plastic 12 mm plastic 10 mm plastic 12 mm steel 12 mm steel 12 mm steel 8 mm plastic 10 mm plastic 8 mm plastic 10 mm plastic

100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs 100 pcs

X-EW6H & X-EW10H

X-CRM8

X-BT 4000-A Drill & TX-BT Step Drill Bit

X-BT 351 BT Tool & Brown Cartridge Strip

X-BT*

* Innovative blunt-tip X-BT fasteners are discussed in more detail in Section 3.2.10 54 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


X - B T F a s t e n i n g S y s t e m s 3 . 2 . 10 3.2.10.1 Product Description

3 . 2 . 10 . 1 P r o d u c t D e s c r i p t i o n The Hilti X-BT Fastening System is an innovative method of fastening to prepainted steel without damaging the surface coating. The system consists of a Hilti powder-actuated tool equipped with specially adapted fastener guides for use with X-BT threaded studs. The X-BT fasteners are stainless steel threaded studs available with thread diameters 8 mm, 1/4" (W6) and 3 / 8" (W10). The stud, with or without sealing washer, is cleanly set in a small predrilled hole in the base steel. The X-BT system is designed to work on carbon steels as thin as 5 / 16" (8 mm) without through-penetration or damage to surface coatings eliminating time consuming surface preparation and rework (such as with welding). The X-BT M8 threaded stud, in conjunction with the X-FCM grating disks, can be used to fasten grating to a variety of different steel shapes (Refer to Section 3.4.2.). The larger W10 threaded fasteners can be used to support cable / conduit connectors and trays, piping, channels, instrumentation, lighting fixtures, signage, junction boxes, and other fastenings to steel.

3.2.10.2 Material Specifications

Product Features and Bene fi ts

Material Designation

3.2.10.4 Installation Instructions 3.2.10.5 Ordering Information

• Fast: 100 studs per hour can be easily set by one user. • Durable: Highly corrosion resistant stainless steel. Fusion to base steel resulting in high load capacities compared to similar methods of fastening. • Flexible: Works on most steel shapes and thicknesses down to 5 / 16" (8mm), ideal for both mild and high strength carbon steel base materials.

X-BT W6, X-BT W10, X-BT M8


ESR-2347

• Simple: Easy to use portable system requiring no electrical cords or heavy equipment.


RR 25684 UL (Underwriters Laboratories)

X-BT W10 with sealing washers for use as Grounding Studs Note: UL listing does not include X-BT W6, X-BT M8 or any X-BT studs without sealing washers

Guide Speci fication

05090 Metal Fastenings Blunt-tip (X-BT), powder-actuated, 1/4", 3 / 8" [or M8] threaded stud, manufactured by Hilti for attaching items to coated / uncoated carbon steels having base material thickness greater than or equal to 5 / 16". Contact a manufacturer’s representative from Hilti to provide installation training to the operators at the project site.

3 . 2 . 10 . 2 M a t e r i a l S p e c i fi c a t i o n s Part

3.2.10.3 Technical Data

• Efficient: No through penetration of base material — eliminating rework of the base steel coating.

] 3 . 1 3 [ " 2 3 2 . 1

Tensile Strength, Fu ksi (N/mm2 )

High Corrosion Resistant ≥ 205 (1400) Stainless Steel Threaded X2CrNiMo ≥ 110 (750) 17132 Sleeve SN12-R X5CrNiMo ≥ 110 (750) 17-12-2+2H Washer Elastomer, black resistant Sealing to: UV, salt water, water, N/A Washer ozone, oils, etc. Shank

1 SN12-R and sealing washer only found on X-BT M8-15-6 SN12-R, X-BT W6-24-6 SN12-R and X-BT W10-24-6 SN12-R.

           

         



ABS (American Bureau of Shipping) Lloyds Register GL (Germanischer Lloyd) DNV

] 4 2 [ " 5 4 9 . 0

UNC 3 / 8"



0.472"



[ø 12]

 



X-BT W6-24-6 SN12-R

] 3 . 1 3 [ " 2 3 2 . 1

] 6 2 [ " 4 2 0 . 1

UNC 3 / 8"

ø 0.177" [4.5]

ø 0.177" [4.5]

X-BT W10-24-6-R

X-BT W10-24-6 SN12-R

" 1 ] " ] 5 4 9 3 5 . 1 3 . 0 [ 8 1 . 0 2 [

M8

0.472"

ø 0.177" [4.5]

" ] " ] 0 6 9 3 3 1 . [ 3 . 6 0 1 8 . 2 0 [

M8

ø 0.177" [4.5]

X-BT M8-15-6-R

[ø 12]

X-BT M8-15-6 SN12-R Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 55


3 . 2 . 10 X - B T F a s t e n i n g S y s t e m s 3 . 2 . 10 . 3 T e c h n ic a l D a t a Allowable Loads in ≥ 5 / 16" Steel 1,2,3 Minimum ASTM A 36 steel

Minimum Grade 50 steels

405 (1.8) 585 (2.6)

515 (2.3) 765 (3.4)

Moment, ft-lb (Nm)

6 (8.1)

6 (8.1)

Torque, ft-lb (Nm)

6 (8.1)

6 (8.1)

Load Type Tension, lb (kN) Shear, lb (kN)

Detailing: Spacing: ≥ 5 / 8" (15 mm) Edge Distance: ≥ 1 / 4" (6 mm) ≥ 1 / 4"

1 The tabulated allowable load values are for the X-BT fastener only, using a safety factor of 5.0. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criterion.

≥ 1 / 4"

≥ 5 / 8"

≥ 5 / 8"

" 6 1 / 5 ≥

2 Minimum edge distance and minimum spacing are 1 / 4" and 5 / 8", respectively. 3 Multiple fasteners are recommended for any attachment.

Technical Information for use of X-BT as Grounding Stud1,2,3 Maximum Copper or Aluminum Wire

Fastener

X-BT W10 SN12-R

6 AWG (16 mm2 )

Minimum Base Steel Thickness in. (mm)

5 / 16 (8)

Grounding Connectors

Ring Terminated Copper or Aluminum Conductors

1 Additional information for installation of X-BT when used as a grounding stud can be found on page 58. 2 Information based upon Underwriters Laboratories (UL) listing from testing conducted per Standard UL 467, Grounding and Bonding Equipment with a maximum ambient temperature of 212°F (100°C) with a permanent current of less than 60 amps. 3 Selection, design and evaluation of the electrical wire and connectors for the given grounding application and intended use is the responsibility of the electrical engineer.

X-BT Fastener Selection

unless indicated otherwise, dimensions in. (mm) Designation

D

hNVS2 in. (mm)

D



For use in coated steel or HDG

X-BT W6-24-6 SN12-R

1/4

1.055 ( 26.8)

X-BT W10-24-6 SN12-R

3 / 8

1.055 ( 26.8)

X-BT M8-15-6 SN12-R

M8

0.661 ( 16.8)

For use in uncoated steel

X-BT W10-24-6-R X-BT M8-15-6-R1

1

3 / 8

1.055 ( 26.8)

M8

0.661 ( 16.8)

  



            

S V N

h

D m m " 9 5 . 5 1 0 . . 0 a c

S V N

h

S V N

h

X-BT W6-24-6 SN12-R

X-BT W10-24-6 SN12-R or X-BT M8-15-6 SN12-R

X-BT W10-24-6-R or X-BT M8-15-6-R

1 If used on coated steel, rework of the coating is required, due to no sealing washer. 2 Maximum value allowable. May vary by -0.043" (-1.1 mm.)

56 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


X - B T F a s t e n i n g S y s t e m s 3 . 2 . 10 3 . 2 . 10 . 4 I n s t a l la t i o n I n s t r u c t i o n s

1. Mark location for each fastening

2. Pre-drill with TX-BT 4 / 7 step shank drill bit

3. Drive fastener into drilled hole only with DX351-BT / BTG tool and Hilti 6.8 / 11M High Precision brown cartridge. High precision cartridge is a cartridge with a specific energy level and a narrow energy band.

4. Put on material to be fastened, washer and nut

5. Tighten using an electric screw driver with torque clutch or torque wrench.

Installation Details

Pre-drill until shoulder grinds a shiny ring (to assure proper drilling depth).

Adjust power on the DX351-BT / BTG so that the fastener stand-off, hNVS, is: Fastener

hNVS

Hilti Tool

Torque Setting1

X-BT W6 & W10

1.012"–1.055" (25.7–26.8 mm)

X-BT M8

0.618"–0.661" (15.7–16.8 mm)

SF 121-A SF 22-A SF 144-A SF 150-A SF 180-A

11 9 9 9 8

S V N

h

Before fastener installation:

The drilled hole must be clear of liquids and debris. Area around drilled hole must be free from liquids and debris. 2 NO debris

NO water, oil, etc.

Tightening torque, Tmax = 6 ft-lb (8 Nm)

S V N

h

Proper compression of the sealing washer must be achieved.

Power regulation guide to check fastener stand-off available from Hilti.

Tmax

1 Guideline setting only. Set clutch to appropriate setting to obtain desired torque.



3 . 2 . 10 X - B T F a s t e n i n g S y s t e m s

Additional Installation Information for use of X-BT as Grounding Stud

Typical installation of X-BT as grounding stud

Typical parts list for grounding application

1. X-BT W10-24-6 SN12-R fastener. 2. Hex jam nut 3 / 8-16, alloy group 2 (316SS) according to ASTM F 594. 3. Regular helical spring lock washer according to B18.12.1, 316 stainless steel according to SAE J405.

1 2 3 4

4. Type A plain washer according to ANSI B18.22.1, material according to ASTM AZ4D type 316. Note: Additional grounding connector as described in Technical Data required.

X-BT 4000-A Drill & TX-BT Step Drill Bit

X-BT 351 BT Tool & Brown Cartridge Strip

X-BT



X - B T F a s t e n i n g S y s t e m s 3 . 2 . 10 3 . 2 . 10 . 5 O r d e r i n g I n f o r m a t i o n X-BT Stainless Steel Threaded Studs * Shank diameter 0.177" (4.5 mm), sealing washer diameter 1 / 2" (12 mm) Thread Diameter

Thread Length Package in. (mm) Contents

Ordering Designation

M8 W6 W10

100 X-BT M8-15-6 SN12-R 5 / 8 (15) 100 X-BT W6-24-6 SN12-R 15 / 16 (24) 100 X-BT W10-24-6 SN12-R 15 / 16 (24) Box includes: 100 studs, 1 power regulation guide, 1 coating protector, 1 TX-BT step drill bit * X-BT stainless steel threaded studs also available without sealing washer on request by special order

TX-BT Step Drill Bits * 4 mm drill bit diameter, 7.2 mm drilling depth Overall Length in. (mm)

Package Ordering Contents Designation

10 3-1 / 8 (80) TX-BT 4 / 7 - 80 drill bit 10 4-5 / 16 (110) TX-BT 4 / 7 - 110 drill bit * 150 mm length bits available upon request by special order

Cartridges (in magazine strips of 10) Color Code


Brown

100

6.8 / 11M “high precision" brown cartridge

“high precision" is a narrow energy band at a specific energy level

Tool Sets For Use with


W6 & W10 M8

1 1

X-BT Set X-BTG Set

Set includes: 1 DX 351 BT or BTG powder-actuated tool, 1 BT cleaning kit, 1 XBT 4000-A cordless drill, 1 charger, 2 batteries, 1 information sheet, 1 spray lube, 3 operating instructions, packed complete in a Hilti toolbox.

Individual Tools For Use with


W6 & W10

1

DX 351 BT powder-actuated tool

Supplied in an impact-resistant plastic toolbox with cleaning kit, ear protectors, safety goggles, Hilti spray lubricant and operating instructions, info sheet.

M8

1

DX 351 BTG powder-actuated tool

Supplied in an impact-resistant plastic toolbox with cleaning kit, ear protectors, safety goggles, Hilti spray lubricant and operating instructions, info sheet.

X-BT

1

XBT 4000-A drill

Supplied in a cardboard box with operating instructions. Battery and charger sold separately.

XBT 4000-A Drill Accessories Package Contents


1 1 1 1

X-BT CD 18 / 24 centering device for grating applications C 7 / 24 Standard Charger SFB185 18 volt, 3 amp battery pack Belt adapter SFB 180 / 185 BAP

DX 351 BT / BTG Spare Parts Package Contents

10 1 1 1 1

For use with: Ordering DX 351 BT DX 351 BTG Designation

•

• •

• • •

X-351 BT Coating protector X-351 BT FG G fastener guider X-351 BT FG W1024 fastener guide X-351 BT P1024 piston X-351 BT PG piston

DX 351 BT / BTG Powder-Actuated Tool Accessories Package Contents

1


Cleaning kit DX 351 BT



3 . 2 . 11 C l i p s & H a n g e r s f o r M e c h a n i c a l / El e c t r i c a l 3.2.11.1 Product Description

3 . 2 . 11. 1 P r o d u c t D e s c r i p t i o n


X-HS & X-HS MX Hangers

3.2.11.3 Technical Data

Threaded rod hangers available with pre-mounted fasteners (X-HS W6 and X-HS W10) or without pre-mounted fasteners (X-HS W6 MX) for use with magazine tools. For attachment of 1 / 4" (W6) or 3 / 8" (W10) threaded rods to concrete or steel.

3.2.11.4 Installation Instructions 3.2.11.5 Ordering Information


Threaded Studs with Couplers

ESR-2795 (X-HS)

For attachment of 1 / 4" (X-W6) or 3 / 8" (W10) threaded rods to concrete or steel. More information on Threaded Studs can be found in Sections 3.2.8 and 3.2.9


RR 25826 (X-HS) FM (Factory Mutual)

W10-30-27P10, W10-30-32P10, W10-30-42P10, EW10-30-15P10, X-EW10H & X-EW6H, X-HS fasteners for sprinkler pipe hangers UL (Underwriters Laboratories)

X-ECH, X-EKB and X-ECT hangers for wire positioning devices W10-30-32P10, W10-30-42P10 & X-EW10H & X-EW6H, EW10-30-15P10 fasteners for sprinkler pipe hangers Cable and Conduit Hardware Hangers X-HS W6, X-HS W10 & X-RH

X-HS & X-HS MX Threaded Rod Hangers

X-W6, W10, X-EW6H or X-EW10H with Coupler

X-RH Rod Hanger

For suspending telecommunications, electrical cable or conduit from concrete ceilings or steel members. It may be used to support smooth or threaded 1 / 4" diameter rod. The product is UL / cUL listed and plenum rated per NEC requirements. It / EIA-568-A / -569-A and UL 2239 meets ANSI / TIA standards for cable and conduit support devices. Center-to-center spacing for hangers shall not exceed 5’-0".

X-RH Rod Hanger

X-ECH Cable Holder

For suspending telecommunication or electrical cable from concrete or steel. UL / cUL listed, plenum rated (for air handling spaces) per the requirements of UL1565, CAN / CSA C22.2 No. 18.5-02, and National Electric Code Sec. 300-22 (c)(d)

X-ECH Cable Holder

X-EKB MX Cable Clamps

Threaded and Smooth Rod Hangers

For telecommunications and premise wiring applications. Cable clamp attached directly to base material designed to support multiple cables approximately 1 / 4" in diameter.

X-EKB MX Cable Clamp

X-ECT Cable Tie Fastener

For telecommunications and premise wiring applications. Cable or conduit support using an adjustable cable tie to secure cable or pipe.

X-ECT MX Cable Tie Fastener

X-BX / EMTC & X-BX / EMTC MX Thin Wall Conduit Clips

Thin wall conduit clips available in thicker premium grade (BX / EMTC) or in thinner standard grade (X-BX / EMTC) with pre-mounted fasteners. Also available without pre-mounted fastener (X-BX / EMTC MX) for use with magazine tools. For fastening thin wall conduit.

X-BX / EMTC & X-BX / EMTC MX Conduit Clips

X-EMTSC MX Stand-Off Conduit Clips

Cable and Conduit Attachment

Similar to EMTC clips to hold conduits away from base material and align conduit to knockouts on junction boxes.

X-EMTSC MX Stand-Off Conduit Clip



C l i p s & H a n g e r s f o r M e c h a n i c a l / El e c t r i c a l 3 . 2 . 11

3 . 2 . 11. 2 M a t e r i a l S p e c i fi c a t i o n s Clip / Hanger Designation

Powder-Actuated Fastener Material

Powder-Actuated Fastener Plating

Clip / Hanger Material

X-HS W10 / W6 X-HS W6 MX X-ECH X-RH X-EKB MX X-ECT MX X-BX / EMTC X-BX / EMTC MX X-EMTSC MX

Carbon Steel Carbon Steel1 Carbon Steel Carbon Steel Carbon Steel1 Carbon Steel1 Carbon Steel Carbon Steel1 Carbon Steel1

5 μm Zinc 5 μm Zinc1 5 μm Zinc 5 μm Zinc 5 μm Zinc1 5 μm Zinc1 5 μm Zinc 5 μm Zinc1 5 μm Zinc1

Carbon Steel Carbon Steel Nylon Plastic Carbon Steel Plastic Plastic Carbon Steel Carbon Steel Carbon Steel

Clip / Hanger Plating 5 μm Zinc 5 μm Zinc

N / A 5 μm Zinc N / A N / A 5 μm Zinc 5 μm Zinc 5 μm Zinc

1 Noted clips / hangers do not come with a pre-mounted powder-actuated fastener. Material and plating information provided for the powder-actuated fasteners commonly used with these clips.

3 . 2 . 11. 3 T e c h n i c a l D a t a Allowable Loads in Normal Weight Concrete3

Description

Shank Diameter

Fastener

in. (mm)

X-HS U271 X-HS U321 X-HS U222

Threaded Rod Hanger with pre-mounted fastener X-RH 1 / 4" Rod Hanger

0.157

(4.0) 0.157

X-RH 1 / 4" U272

Tension lb (kN)

Concrete Compressive Strength 2000 psi 4000 psi Shear 45 Degree Tension Shear lb lb lb lb (kN) (kN) (kN) (kN)

75

(0.33) 100 (0.44)

50

(0.22) –

(4.0)

(0.27)

60

45 Degree lb (kN)

85

(0.38) 150 (0.67) 120 (0.53)

–

–

50

(0.22)

–

–

–

–

50

(0.22)

–

–

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Threaded or smooth rod must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values for X-RH and X-HS U22 are per UL 2239 with a minimum embedment of 3/4 for X-RH. 3 Multiple fasteners are recommended for any attachment.

Allowable Loads in Minimum f'c = 3000 psi Structural Lightweight Concrete 1,4,5 Fastener Location Fastener

Shank Diameter


Installed Through 3" Deep Metal Deck into Concrete2 Upper Flute

Installed Through 1-1/2" Deep Metal Deck into Concrete3

Lower Flute

Upper Flute

Lower Flute

4545454545Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Degree Degree Degree Degree Degree

X-HS U27 X-HS U32

0.157

(4.0)

95

115

105 6

(0.42) (0.51) (0.47)

125

220

1756

(0.56) (0.98) (0.78)

95

220

1356

(0.42) (0.98) (0.60)

95

220

1356

(0.42) (0.98) (0.60)

95

220

1356

(0.42) (0.98) (0.60)

1 The tabulated allowable load values are for the X-HS threaded rod hanger assembly with an X-U fastener only. Threaded rod must be investigated in accordance with accepted design criteria. 2 The steel deck profile for the 3" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum F y of 33 ksi. Lower and upper flute width must be a minimum of 4-1 / 2". Figure 1 in Section 3.2.1.1.6 shows the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 3-1 / 4". 3 The steel deck profile for the 1-1 / 2" deep composite floor deck has a minimum thickness of 20 gauge (0.0358") and a minimum Fy of 33 ksi. Lower flute and upper flute widths must be a minimum of 1-3 / 4" and 3-1 / 2", respectively. This deck may also be inverted as shown in Figure 3 in Section 3.2.1.1.6. Figures 2 and 3 in Section 3.2.1.1.6 show the nominal flute dimensions, fastener locations and load orientations for the deck profile. Structural lightweight concrete fill above top of steel deck must be minimum 2-1 / 2". 4 Nailhead Standoff, hNVS, must be less than or equal to 1/4 in. for the X-HS U27 hanger assembly and less than or equal to 3/8 in. for the X-HS U32 hanger assembly. Reference Section 3.2.11.4. 5 Allowable loads apply to X-HS threaded rod hanger assemblies with either the 1/4 or 3/8 inch diameter internally threaded hole. 6 Allowable loads for 45-degree applications are based on testing. For allowable loads at other angles of installation, refer to Section 3.2.1.1.8.



3 . 2 . 11 C l i p s & H a n g e r s f o r M e c h a n i c a l / El e c t r i c a l Allowable Loads in Minimum ASTM A 36 (F y ≥ 36 ksi; Fu ≥ 58 ksi) Steel3,4 Fastener Description

Fastener

Threaded Rod Hanger with premounted fastener

X-HS U19

X-RH 1 / 4" Rod Hanger


Steel Thickness in. (mm)

3 / 16 (4.8)

1 / 4 (6.4)

Tension lb (kN)

Shear lb (kN)

Shear lb (kN)

270

220

275

270

220

275

270

220

275

(4.0)

(1.20)

(0.98)

(1.22)

(1.20)

(0.98)

(1.22)

(1.20)

(0.98)

0.157

50

(4.0)

(4.0)

–

–

–

–

–

–

0.157

X-RH 1 / 4" U272

45-Degree Tension lb (kN) lb (kN)

50

(0.22)

3 / 8 (9.5) 45-Degree Tension lb (kN) lb (kN)

Shear lb (kN)

1 / 2 (12.7) 45-Degree Tension lb (kN) lb (kN)

Shear lb (kN)

45-Degree lb (kN)

270

220

275

(1.22)

(1.20)

(0.98)

(1.22)

–

–

–

–

1 The tabulated allowable load values are for the low-velocity fasteners only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Threaded rod must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values for the X-RH are per UL 2239. 3 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.2.1.2.3. 4 Multiple fasteners are recommended for any attachment. Reference Section 3.2.11.4 for installation instructions for X-HS

Maximum Load Rating for X-ECH Cable Holder1 Fastener Designation

Fastener Size

Maximum Load Rating lb (kN)

X-ECH / FR-S X-ECH / FR-M X-ECH / FR-L

Small Medium Large

40 (0.18) 40 (0.18) 100 (0.44)

1 Maximum Load Rating per UL listing.

Allowable Loads Values for MX Version Hangers & Clips1,3,4,5,6 X-HS W6 MX

X-ECT MX

Allowable Load Nrec

Allowable Load Nrec

Tensile

Tensile

lb (kN)

lb (kN)

15 (0.07)

10 (0.04)

Nrec

Nrec

X-BX 3 / 8" MX 2 X-EMTC 1" MX 2

X-EKB 4 MX Allowable Load Nrec

Nrec

Tensile

Allowable Load Nrec Tensile

lb (kN)

lb (kN)

5 (0.02)

10 (0.04)

Nrec

X-EMTSC 1 / 2" MX X-EMTSC 1" MX


Nrec

Tensile

Allowable Load Nrec Tensile

lb (kN)

lb (kN)

10 (0.04)

15 (0.07)

Nrec


Nrec

Nrec

Tensile lb (kN) 15 (0.07) 1 The allowable load capacities are based on tests with X-GHP 20, X-GN 27 and X-EGN 14 and a factor of safety of 5.0 or higher. 2 Load capacites are based on armored cable and EMT. 3 X-GHP 20 must be installed at a minimum penetration depth of 9 / 16" into concrete. X-GN 27 must be installed at a minimum penetration depth of 3 / 4" into CMU or mortar joint. X-EGN 14 must be installed at a minimum penetration depth of 0.320" through or into steel. Hanger assemblies must befirmly clamped to the base material. 4 Concrete base materials include 2000 to 6000 psi normal weight or lightweight types and also includes attachment through steel deck into concrete. 5 Steel base materials include 1 / 8" or thicker carbon steel base material with minimum yield strengths (Fy ) of 36 ksi. 6 CMU base materials include hollow or grout-filled concrete masonry units conforming to ASTM C 90. 62 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


C l i p s & H a n g e r s f o r M e c h a n i c a l / El e c t r i c a l 3 . 2 . 11 3 . 2 . 11. 4 X - H S I n s t a l l a t i o n I n s t r u c t i o n s X-HS Installation Instructions

hNVS

1 Insert appropriate

sized threaded rod into hanger.

2 Press tip of fastener to concrete / steel

3 Ensure proper

4 Bend fastener until threaded rod is in desired

fastener embedment.

base material. Drive with Hilti powderactuated tool.

location, vertical or horizontal for ceiling or wall hanger applications, respectively.

Note: The X-HS Fastener is intended to be fastened to the base material and bent once from the installed position to vertical or horizontal for ceiling or wall hanger applications, respectively. Excessive bending of the X-HS Fastener through complete back and forth cycles should not exceed three (3) times.

3 . 2 . 11. 5 O r d e r i n g I n f o r m a t i o n X-HS & X-HS MX Threaded Rod Hangers Fastener Description


Fastener Shank Ø in. (mm)

Thread Rod Ø

1-1 / 4 (32) 1-1 / 4 (32) 1 (27) 1 (27) 7/8 (22)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0)


0.157 (4.0) 0.157 (4.0)

UNC 3 / 8-inch UNC 1 / 4-inch

N / A

UNC 1 / 4-inch




Thread Ø

7 / 8 (22) 1 (27) 7 / 8 (22) 1 (27) 1 (27) 1 (27) 1-1 / 4 (32) 1-5 / 8 (42)

0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.205 (5.2) 0.205 (5.2) 0.205 (5.2)

1 / 2 (11) 1 / 2 (11) 3 / 4 (20) 3 / 4 (20) 1-1 / 2 (38) 1-3 / 16 (30) 1-3 / 16 (30) 1-3 / 16 (30)

UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 1 / 4-inch UNC 3 / 8-inch UNC 3 / 8-inch UNC 3 / 8-inch

3 / 8 (9) 3 / 8 (9) 3 / 8 (9) 3 / 8 (9) 9 / 16 (14)

0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.145 (3.7) 0.205 (5.2)

1 / 2 (11) 3 / 4 (20) 1-1 / 8 (28) 1-1 / 2 (38) 1-3 / 16 (30)


Overall Length in. (mm)

Thread Ø Stud

Thread Ø Rod

1 (25) 1 (25) 7 / 8 (22)



Concrete

X-HS W10 U32 P8S15 X-HS W6 U32 P8S15 X-HS W10 U27 P8S15 X-HS W6 U27 P8S15 X-HS W6 U22 P8S15 Steel

X-HS W10 U19 P8S15 X-HS W6 U19 P8S15

5 / 8 (16) 5 / 8 (16) MX Version (without pre-mounted fastener) X-HS W6 MX N / A

Threaded Studs Fastener Description Concrete & Masonry X-W6-11-22 FP8 / D12

X-W6-11-27 FP8 X-W6-20-22 FP8 / D12 X-W6-20-27 FP8 / D12 X-W6-38-27 FP8 W10-30-27 P10 W10-30-32 P10 W10-30-42 P10 Steel

X-EW6H-11-9 FP8 / P12 X-EW6H-20-9 FP8 / P12 X-EW6H-28-9 FP8 / P12 X-EW6H-38-9 FP8 / P12 X-EW10H-30-14 P10

Couplers Fastener Description

Coupler 1 / 4-20 Coupler 3 / 8-16 Adapter B-1 / 4x3 / 8



3 . 2 . 11 C l i p s & H a n g e r s f o r M e c h a n i c a l / El e c t r i c a l X-RH Rod Hanger Fastener Description



Rod Ø

1 (27)

0.157 (4.0)

1 / 4-inch



Number of 1 / 4" Ø cables

N / A N / A N / A

N / A N / A N / A

15-22 30-37 45-52

1-1/2 (37) 1-1/2 (37) 1-1/2 (37)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0)

15-22 30-37 45-52

Concrete

X-RH 1 / 4 U27

X-ECH Cable Holder Fastener Description

X-RH

Without Pre-Mounted Fastener

X-ECH-F / R-S X-ECH-F / R-M X-ECH-F / R-L With Pre-Mounted Fastener

X-ECH-F / R-S U37 X-ECH-F / R-M U37 X-ECH-F / R-L U37 Tool Accessories

ECH Adapter

X-ECH

For use with DX 351 and DX 460-F8

X-EKB MX Cable Clamps Fastener Description

X-EKB 4 MX X-EKB 8 MX X-EKB 16 MX

Max Diameter of Cable in. (mm)

Maximum No. of Cables

1 / 4 (6) 1 / 4 (6) 1 / 4 (6)

4 8 16

X-EKB MX

X-ECT MX Cable Tie Fastener* Fastener Description

X-ECT FR MX

Cable Tie* Size in. (mm) 1 / 2 (12)

*Cable tie is not available through Hilti.

X-ECT without Cable Tie

X-BX / EMTC and X-BX / EMTC MX Conduit Clips Fastener Description Premium Grade (with pre-mounted fastener) X-EMTC-3 / 8" U22 X-EMTC-1 / 2" U22 X-EMTC-3 / 4" U22

X-EMTC-1" U22 Standard Grade (with pre-mounted fastener) X-EMTC-3 / 8" C27 X-EMTC-1 / 2" C27 X-EMTC-3 / 4" C27

X-EMTC-1" C27



Conduit Ø in. (mm)

7 / 8 (22) 7 / 8 (22) 7 / 8 (22) 7 / 8 (22)

0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0)

3 / 8 (10) 1 / 2 (13) 3 / 4 (19) 1 (25)

1 (27) 1 (27) 1 (27) 1 (27)

0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.138 (3.5)

3 / 8 (10) 1 / 2 (13) 3 / 4 (19) 1 (25)

N / A / N A N / A N / A

N / A / N A N / A N / A

3 / 8 (10) 1 / 2 (13) 3 / 4 (19) 1 (25)

X-EMTC

MX Version (without pre-mounted fastener)

X-BX 3 / 8" MX X-EMTC 1 / 2" MX X-EMTC 3 / 4" MX X-EMTC 1" MX

X-BX / EMTC MX

X-EMTSC Stand-Off Conduit Clips Fastener Description MX Version (without pre-mounted fastener) X-EMTSC 1 / 2" MX X-EMTSC 3 / 4" MX

X-EMTSC 1" MX

Conduit Ø 1 / 2 (13) 3 / 4 (19) 1 (25)

X-EMTSC MX



I n s u l a t i o n / S o f t M a t e r i a l A t t a c h m e n t F a s t e n e r s 3 . 2 . 12 3 . 2 . 12 . 1 P r o d u c t D e s c r i p t i o n

3.2.12.1 Product Description

The X-IE insulation fastener is a unique fastener designed for the attachment of rigid foam insulation to concrete, masonry or steel base materials. The fastener is pushed through the insulation until it touches the base material and then it is fastened in place with a Hilti powder-actuated tool. The X-IE fastener can fasten insulation panels ranging in thickness from 1" through 4-3 / 4".


The X-SW soft washer with premounted powder-actuated fastener is designed for attaching thin membranes or panels to concrete base materials. The washers are 30mm and 60mm in diameter with nail lengths of 1-1 / 2", 1-7 / 8" and 2-1 / 2". These fasteners are installed using a Hilti powderactuated tool.

3.2.12.3 Technical Data 3.2.12.4 Installation Instructions 3.2.12.5 Ordering Information

3 . 2 . 12 . 2 M a t e r i a l S p e c i fi c a t i o n s Fastener Designation

Powder-Actuated Fastener Material

Powder-Actuated Fastener Plating

Washer Material1

X-IE X-SW


5 μm Zinc 5 μm Zinc

Plastic Plastic

X-IE

X-SW

1 Due to potential embrittlement degradation of fastener plastic, exposure to UV light should be limited to less than 90 days.

3 . 2 . 12 . 3 T e c h n i c a l D a t a Allowable Loads for X-IE Fasteners1,2,3 Insulation Type Polystyrol (15 kg / m3 ) Polystyrene (30 kg / m3 ) Polystyrol (15 kg / m3 ) Polystyrene (30 kg / m3 )

1-9 / 16 (40) 1-3 / 4

(45)

(0.15)

(0.20)

35

45

135 (0.60) 135 (0.60)

2

(50)

55

(0.25)

135 (0.60)

55

(0.25)

60

(0.27)

65

(0.30)

65

(0.30)

65

(0.30)

65

(0.30)

Insulation Thickness in. (mm) (75) 3-1 / 8 3 2-3 / 8 (60) 2-3 / 4 (70) Shear lb (kN) 65 (0.30) 65 (0.30) 75 (0.33) 80 135 (0.60) 135 (0.60) 135 (0.60) 135 Pullover lb (kN) 65 (0.30) 65 (0.30) 65 (0.30) 65 65 (0.30) 65 (0.30) 65 (0.30) 65

(80)

4

(100) 4-3 / 4 (120) 5-1 / 2 (140)

(0.35) 80 (0.35) 80 (0.35) (0.60) 135 (0.60) 135 (0.60)

135 (0.60)

(0.30)

65

(0.30)

65

(0.30)

65

(0.30)

(0.30)

65

(0.30)

65

(0.30)

65

(0.30)

80

(0.35)

1 Multiple fasteners are recommended for any attachment. 2 When project site base material properties are questionable, site qualification is necessary. 3 Based on attachment to concrete (f'c = 2000 psi - 5000 psi), CMU masonry walls, or 1 / 8" to 1 / 4" thick steel (Fy = 36 to 50 ksi).

Allowable Loads for X-SW Fasteners in f'c ≥ 4000 psi (27.6 MPa) Concrete1,2 Description X-SW

Tension lb (kN) 65

(0.30)

Shear lb (kN) 65

(0.30)

1 Minimum of five fastenings per fastened unit. 2 Loads valid for fastener strength. Fastened material must be considered separately.



3 . 2 . 12 I n s u l a t i o n / S o f t M a t e r i a l A t t a c h m e n t F a s t e n e r s 3 . 2 . 12 . 4 I n s t a l la t i o n I n s t r u c t i o n s Installation Instructions for X-IE Insulation Fasteners 1. Load X-IE on powder-actuated tool

2. Push the X-IE all the way into the insulation. Fastener tip must touch base material.

Verify successful fastening. Discard if not clamped tight to insulation.

Visual check immediately after fastening – Correct: Top hat crushed

3. Make the fastening

Incorrect: Top hat not crushed.

Installation Instructions for X-SW Fasteners 1. Load X-SW on powder-actuated tool

2. Press the X-SW against the surface

3. Make the fastening

3 . 2 . 12 . 5 O r d e r i n g I n f o r m a t i o n X-IE Description

X-IE 6-25 PH47 X-IE 6-35 PH47 X-IE 6-40 PH52 X-IE 6-45 PH52 X-IE 6-50 PH52 X-IE 6-60 PH52 X-IE 6-70 PH52 X-IE 6-75 PH52 X-IE 6-80 PH52 X-IE 6-100 PH52 X-IE 6-120 PH72


Shank Ø in. (mm)

Insulation Material Thickness in. (mm)

Washer Color

Quantity

1-7 / 8 (47) 1-7 / 8 (47) 2 (52) 2 (52) 2 (52) 2 (52) 2 (52) 2 (52) 2 (52) 2 (52) 2-7 / 8 (72)

0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5) 0.177 (4.5)

1 (25) 1-1 / 2 (38) 1-5 / 8 (42) 1-3 / 4 (44) 2 (51) 2-1 / 2 (64) 2-3 / 4 (70) 3 (76) 3-1 / 4 (83) 4 (102) 4-3 / 4 (120)

White White White White White White White White White White White

300 pcs 300 pcs 300 pcs 300 pcs 300 pcs 300 pcs 200 pcs 200 pcs 200 pcs 200 pcs 150 pcs


Shank Ø in. (mm)

Washer Ø in. (mm)

Washer Color

Quantity

1-1 / 2 (37) 1-1 / 2 (37) 1-1 / 2 (37) 2-1 / 2 (62) 1-1 / 2 (37) 1-7 / 8 (47) 2-1 / 2 (62)

0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.138 (3.5) 0.138 (3.5)

1-3 / 16 (30) 1-3 / 16 (30) 1-3 / 16 (30) 1-3 / 16 (30) 2-3 / 8 (60) 2-3 / 8 (60) 2-3 / 8 (60)

Gray Gray White Gray Gray Gray Gray

150 pcs 500 pcs 100 pcs 100 pcs 150 pcs 100 pcs 100 pcs

X-SW Description

X-SW 30 C-37 X-SW 30 C-37 X-SW 30 C-37 X-SW 30 C-62 X-SW 60 C-37 X-SW 60 C-47 X-SW 60 C-62



C e i lin g F a s t e n in g S y s t e m s S e le c t io n & D e s ig n 3 .3 .1 3 . 3 . 1. 1 C e i l i n g F a s t e n i n g S y s t e m s S e l e c t i o n The following sections describe suspended ceiling system attachment solutions for lay-in panel or acoustical suspended ceilings. These solutions consist of powder-actuated and mechanical fasteners which provide the installer with highly productive, high quality solutions which are designed to fit the needs of the particular application. The primary criterion when determining which solution to choose will depend on the base material. The innovative Hilti X-CW and X-CC powder-actuated fastening systems are intended for use in concrete and concrete over metal deck base materials. The X-CC Ceiling Clip Assembly may also be used in steel base materials. The Eye-Lag Ceiling Fastening System is a solution for wood and thin gauge cold-formed steel base materials.

X-CW Ceiling Wire Assembly

The innovative X-CW Ceiling Wire Assembly contains a powder-actuated fastener and integrated steel wire with clamping washer which eliminates the need for wire wrapping. The X-CW fastening system is installed with Hilti DX-351CT powder-actuated tool and adjusted for the height of the ceiling system. The X-CC Ceiling Clip Assemblies consist of a sheet steel clip with a pre-mounted powder-actuated fastener and may be ordered with or without pre-tied 12 gauge wires of different lengths. The Eye-Lag Ceiling Fastening System is an efficient solution for supporting direct or indirect hung layin panel suspended ceiling systems from wood and steel deck base materials.

X-CC Ceiling Clip Assembly

Eye-Lag Fastening System

Hilti Ceiling Attachment System Product Selection Guide Ceiling Fastening System

X-CW

X-CC

Eye-Lag Screw

Applicable Base Material

Fastener Types

Concrete, X-C27, X-C32, Lightweight Concrete X-U-22, X-U27 over Metal Deck Concrete, X-C27, X-C32, Lightweight Concrete X-U22, X-U27, over Metal Deck, X-AL-H22, X-AL-H27 Steel Wood, Sheet Steel

EL WS, EL S, EL SD

Recommended Installation Tools

Wire Type

Section

DX 351-CT with Pole Tool

Integrated 12 Gauge Wire

3.3.2

DX 351 with Pole Tool

Pre-tied to ceiling clip or provided by others

3.3.3

Telescopic Screw Ceiling Tool

Provided by others

3.3.4



3 .3 .1 C e i lin g F a s t e n i n g S y s t e m s S e l e c t io n & D e s ig n 3 . 3 . 1. 2 C e i l i n g F a s t e n i n g S y s t e m s D e s i g n Figures 1 and 2 illustrate the installation of a suspended ceiling system as described in ASTM C 635. The Ceiling Systems shown are composed of ceiling panels which are supported by a suspension system of main runners, cross runners and wall moulding for direct hung ceiling systems. Carrying channels are part of indirect hung ceiling systems where the main runners are attached to carrying channels which are attached to concrete using Hilti Ceiling Fastening Systems.

The entirety of the suspended ceiling system depends on the Hilti Ceiling Fastening Hangers which support the suspension system main load carrying members. The spacing between ceiling fasteners must be determined by the design architect or engineer of record based on the loads and building code requirements. Hanger wires must be wrapped by the installer to the speci fic requirements at the point of installation to the main runner or channel members as shown in the figures below. The wires must be wrapped in a similar fashion

at the wire hole for the X-CC Ceiling Clip Assemblies. The innovative X-CW Ceiling Wire Assemblies do not require wire wraps as the integrated ceiling wire and clamping washer is pre-mounted to the head of the fastener. Hilti Ceiling Fastening Systems should not be used for anchorage of seismic bracing channels and compression struts. Hilti recommends the use of ICCES AC193 qualified mechanical anchors, such as Hilti KB-TZ for attachment of bracing for suspended ceiling systems.

Hilti Ceiling Attachment System

Support Clip for Main Runners Wall Moulding Carrying Channel Acoustical Tile

Cross Runners

Main Runners

Figure 1. Indirect Hung Ceiling system (reference ASTM C635)

Spline (Spanning Cross Runners)

12 ga. wire typ.

Hilti Ceiling Attachment System

3 tight turns in 1-1/2"

Carry Channel or Main Runner typ.

Acoustical Lay-in Panels

Wall Moulding

Cross Runners (Spanning Main Runners)

Main Runners

Figure 2. Direct Hung Ceiling System (reference ASTM C635) 68 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


C e i lin g F a s t e n in g S y s t e m s S e le c t io n & D e s ig n 3 .3 .1 3 . 3 . 1. 3 C e i l i n g F a s t e n e r L o c a t i o n s w h e n I n s t a l li n g i n t o L ig h t w e i g h t C o n c r e t e o v e r M e t a l D e c k Hilti Ceiling Fastening System 3000 psi Lightweight Concrete

12"

min. 3-1/4" 3" 4-1/2" min. Form Deck Lower Flute Location Upper Flute Location

Direction of combined 1-1/8" load on Min. Edge fastener Distance (Typical)

Direction of tension load on fastener (Typical)

4-1/2" min.

7-1/4" min.

Figure 3. Hilti Ceiling Fastening System Location in 3-in.-Deep Composite Floor Deck, Normal Deck Pro file Orientation

Hilti Ceiling Fastening System 6"

3000 psi Lightweight Concrete

min. 2-1/2"

1-3/4" Form Deck Upper Flute Location Lower Flute Location

Direction of combined load on fastener (Typical)

Direction of tension 7/8" load on Min. Edge fastener Distance (Typical)

1-1/2"

2-1/2" 3-1/2"

Figure 4. Hilti Ceiling Fastening System Location in 1-1/2-in.-Deep Composite Floor Deck, Normal Deck Pro file Orientation

Hilti Ceiling Fastening System 6"

3000 psi Lightweight Concrete

Form Deck Upper Flute Location Lower Flute Location

Direction of combined load on fastener (Typical)

Direction 1-3/4" of tension Min. Edge load on Distance fastener (Typical)

min. 2-1/2"

1-3/4"

1-1/2" 3-1/2"

Figure 5. Hilti Ceiling Fastening System Location in 1-1/2-in.-Deep Composite Floor Deck, Inverted Deck Pro file Orientation



3 . 3 . 2 H i lt i X - C W C e i l i n g W i r e A s s e m b l ie s 3.3.2.1

Product Description

3.3.2.2


3.3.2.3

Technical Data

3.3.2.4


3.3.2.5


3 .3 .2 .1 P r o d u c t D e s c r ip t i o n The X-CW Ceiling Wire Hanger is a state-of-the-art ceiling wire fastening system with an integrated steel wire clamping washer pre-mounted on a Hilti X-U or X-C powder-actuated fastener. This innovative ceiling hanger system has been tested in accordance with the ICC-ES AC70, Acceptance Criteria for Fasteners Power-Driven Into Concrete, Steel and Masonry Elements. Reference ICC-ES ESR-2892.

wire wraps are required on the fastener end. Yielding of the 12 gauge steel hanger wire controls the performance of this ceiling fastening system when properly installed with pre-mounted X-U and X-C powder-actuated fasteners in suitable 4000 psi normal weight concrete base materials. Requirements for wire wraps on the suspended ceiling component end must still be satis fied. Anchorage of seismic bracing channels and compression struts should be done with ICC-ES AC193 quali fied postinstalled anchors, such as Hilti KB-TZ.

The pre-mounted steel clamping washer has been speci fically designed to restrict wire slippage, therefore no

3 .3 .2 .2 M a t e r i a l S p e c i fi c a t i o n s Fastener Fastener

Powder Actuate Fastener Material

Powder Actuated Fastener Plating

Steel Clamping Washer Material

Steel Clamping Washer Plating

Ceiling Wire Material

Ceiling Wire Plating

X-CW

Carbon Steel

5 m Zinc1

Carbon Steel

16 m Zinc2

Carbon Steel

12 m Zinc3

Approvals ICC-ES (International Code Council)


1 ASTM B 633, SC 1, Type III

2 ASTM A 653 / A 653M, Z120

RR 25839

3 .3 .2 .3 T e c h n ic a l D a t a

3 ASTM A 641 / A 641M, Class 1

Allowable Loads for Hilti X-CW Ceiling Wire Assemblies Installed in Normal Weight Concrete, lb (kN)1,2,3,4 Concrete Compressive Strength Ceiling Wire Type

Pre-mounted X-U or X-C fastener (X-U Shown)

X-CW C27 X-CW C32 X-CW U22 X-CW U27

Pre-mounted Ceiling Wire Hanger

4000 psi Tension 210 (0.93) 210 (0.93)

6000 psi

45-Degree 210 (0.93) 210 (0.93)

–

–

210 (0.93)

210 (0.93)

Tension

45 Degree

– – 100 (0.44) 130 (0.58)

– – 90 (0.40) 150 (0.67)

1 The tabulated allowable loads apply to the X-CW ceiling wire assembly using a minimum safety factor of 5.0 in accordance with ICC-ES AC70 if controlled by the powder-actuated fastener pullout or a minimum of 2.0 in accordance with ICC-ES AC368 if controlled by the wire yielding and fracture. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1 / 2". 4 Mulitple fasteners must be used for suspended ceiling applications.

Allowable Loads for Hilti X-CW Ceiling Wire Assemblies Installed in Structural Lightweight Concrete over Composite Floor Deck, lb (kN)1,2,3,4 3000 psi Concrete Compressive Strength

Pre-mounted steel clamping washer

Ceiling Wire Type X-CW C27 X-CW C32 X-CW U27

Upper flute Tension 110 (0.49) 150 (0.67) 170 (0.76)

45-Degree 210 (0.93) 210 (0.93) 210 (0.93)

Lower flute Tension 100 (0.44) 100 (0.44) 150 (0.67)

45 Degree 145 (0.64) 145 (0.64) 160 (0.71)

1 The tabulated allowable loads apply to the X-CW ceiling wire assembly using a minimum safety factor of 5.0 in accordance with ICC-ES AC70 if controlled by the powder-actuated fastener pullout or a minimum of 2.0 in accordance with ICC-ES AC368 if controlled by the wire yielding and fracture. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Testing completed in composite floor deck having a minimum thickness of 20 gauge (0.0358") and a minimum yield strength (Fy ) of 38 ksi. Figures 3 – 5 (Section 3.3.1.3) show nominal flute dimensions, fastener locations and load orientations for the deck profile. Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1 / 2". 4 Mulitple fasteners must be used for suspended ceiling applications. 70 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


H i lt i X - C W C e i l i n g W i r e A s s e m b l ie s 3 . 3 . 2 3 . 3 . 2 . 4 X - C W I n s t a l la t i o n I n s t r u c t i o n s

) m m 7 ( " 2 3 / 9 ≤ S V N

h

1 Insert X-CW Ceiling Wire Assembly Into the Hilti Powder Actuated Tool with CT baseplate

2 Locate the Fastening, Compress the Hilti Powder-Actuated Tool and Install Fastener

3 Check Nail Standoff and Adjust the X-CW Ceiling Wire Position as Needed

3 .3 .2 .5 O r d e r in g In f o r m a t i o n X-CW Ceiling Wire Fastening Assemblies Fastener Description

Shank Ø in. (mm)


Packaging Quantity 1

0.138 (3.5) 0.138 (3.5)

1 (27) 1-1 / 4 (32)

1000 1000

0.157 (4.0) 0.157 (4.0)

7 / 8 (22) 1 (27)

1000 1000

Standard Fastener

X-CW C27 12GA X-CW C32 12GA Premium Fastener

X-CW U22 12GA X-CW U27 12GA

1 X-CW Ceiling Wire Assemblies can be assembled with pre-tied wire lengths of 4', 6', 8', 10', and 12'.

Powder-Actuated tool DX 351-CT & Accessories Description

Powder-actuated tool DX 351-CT



Grip section X-PT CT - 351



Extension tube X-PT CT-351 3FT



Extension tube X-PT CT-351 1FT



Soft pouch X-PT CT





   

Powder-actuated tool DX 351-CT Combo Std (Includes Items 1, 2 and 3) Powder-actuated tool DX 351-CT Combo Plus (Includes items 1 - 5)



3 .3 .3 X -C C C e i lin g C lip & H a n g e r A s s e m b l ie s 3.3.3.1

Product Description


3.3.3.2


Ceiling clip assemblies are an

12 gauge wire of varying lengths

3.3.3.3

Technical Data

economical and recognized method of

depending on ceiling height

3.3.3.4


suspending acoustical ceiling grids and

requirements. When the fastening

panels from concrete and steel. These

is made, the clip, fastener and wire

pre-assembled ceiling clips consist of

are installed in one step. Further

a sheet steel clip with a pre-mounted

productivity can be achieved through

powder-actuated fastener and are

the use of a Hilti powder-actuated

typically pre-tied with a single

pole tool.

3 . 3 . 3 . 2 M a t e r i a l S p e c i f ic a t i o n s


Item

Material

Steel Diameter / Thickness

X-C Fastener X-U Fastener X-AL-H Fastener CC27 Clip Wire2

Carbon Steel Carbon Steel Carbon Steel Carbon Steel Carbon Steel

0.138" 0.157" 0.177" 13 GA 12, 9 or 8 GA

Plating

5 5 5 5 5

μm Zinc1 μm Zinc1 μm Zinc1 μm Zinc1 μm Zinc1


ICC-ES (International Code Council) ESR-2184 COLA (City of Los Angeles) RR 25651

2 Pre-mounted ASTM A 641/A 641M Class 1 wires come attached with a minimum of three tight turns in 1-1 / 2".

3 .3 .3 .3 T e c h n ic a l D a t a Allowable Loads for Hilti Ceiling Clip Assemblies Installed in Normal Weight Concrete1,2,3,4 Concrete Compressive Strength Ceiling Clip

Tension lb (kN)

4000 psi (27.6 MPa) Shear lb (kN)

45 Degree lb (kN)

Tension lb (kN)

6000 psi (41.4 MPa) Shear lb (kN)

45 Degree lb (kN)

X-CC27 C27

160

(0.71)

205

(0.91)

210

(0.93)

–

–

–

X-CC27 C32

220

(0.98)

270

(1.20)

260

(1.16)

–

–

–

(0.71)

205

(0.91)

210

(0.67)

205

(0.91)

145

X-CC27 U22 X-CC27 U27

– 160

X-CC27 ALH22 X-CC27 ALH27

–

– 150

–

–

80

(0.36)

175

(0.78)

90

(0.40)

(0.93)

125

(0.56)

205

(0.91)

150

(0.67)

80

(0.36)

175

(0.78)

70

(0.31)

(0.76)

125

(0.56)

205

(0.91)

130

(0.62)

–

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Concrete thickness at the point of penetration must be a minimum of the fastener embedment depth plus 1-1 / 2”. 4 Multiple fasteners are recommended for any attachment. * Note: For Hilti supplied wire, the recommended allowable load capacities of 12, 9 and 8 gauge wire are 210, 400 and 500 lb, respectively.



X -C C C e i lin g C lip & H a n g e r A s s e m b l ie s 3 .3 .3 Allowable Loads for Hilti Ceiling Clip Assemblies Installed in Lightweight Concrete Over Metal Deck1,2,3,4 f’c = 3000 psi Concrete Compressive Strength Ceiling Clip Assembly

Lower Flute Shear lb (kN)

Tension lb (kN)

45 Degree lb (kN)

Upper Flute Shear lb (kN)

Tension lb (kN)

45 Degree lb (kN)

X-CC27 C27

50

(0.22)

275

(1.22)

120

(0.53)

105

(0.47)

285

(1.27)

240

(1.07)

X-CC27 C32

65

(0.29)

325

(1.45)

130

(0.58)

130

(0.58)

325

(1.45)

265

(1.18)

X-CC27 U27

150

(0.69)

275

(1.22)

160

(0.71)

170

(0.76)

285

(1.27)

240

(1.07)

X-CC27 ALH27

70

(0.31)

240

(1.07)

145

(0.65)

160

(0.71)

240

(1.07)

240

(1.07)

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately. 2 Allowable values are for fasteners installed in concrete having the designated compressive strength at the time of installation. 3 Testing completed in 3" deep composite floor deck having a minimum steel deck thickness of 20 gauge (0.0358") and a minimum yield strength (F y ) of 38 ksi. Lower and upper flute width must be a minimum of 4-1 / 2". Figure 3 in Section 3.3.1.3 shows nominal flute dimensions, fastener locations and load orientations for the steel deck profile. Concrete thickness at the point of penetration must be a minimum of the fastener embedment plus 1-1 / 2". 4 Multiple fasteners are recommended for any attachment. * Note: For Hilti supplied wire, the recommended allowable load capacities of 12, 9 and 8 gauge wire are 210, 400 and 500 lb, respectively.

Allowable Loads for Hilti Ceiling Clip Assemblies in Minimum ASTM A36 (F y ≥ 36 ksi, Fu ≥ 58 ksi)1,2 Steel Thickness (in.) Ceiling Clip Assembly

X-CC27 U22

1 / 4 Tension

3 / 8 Shear

Tension

1 / 2 Shear

Tension

Shear

lb

(kN)

lb

(kN)

lb

(kN)

lb

(kN)

lb

(kN)

lb

(kN)

375

(1.62)

410

(1.82)

375

(1.62)

410

(1.82)

375

(1.62)

410

(1.82)

1 The tabulated allowable load values apply to the powder-actuated ceiling clip assemblies only, using a safety factor that is greater than or equal to 5.0, calculated in accordance with ICC-ES AC70. Connected components, including wires*, must be investigated separately. 2 Multiple fasteners are recommended for any attachment. * Note: For Hilti supplied wire, the recommended allowable load capacities of 12, 9 and 8 gauge wire are 210, 400 and 500 lb, respectively.

3 .3 .3 .4 O r d e r in g In f o r m a t i o n Fastener Description1

X-CC27 C27P8T X-CC27 C32P8T X-CC27 U22P8T X-CC27 U27P8T X-CC27 ALH22P8T X-CC27 ALH27P8T


Shank Ø in. (mm)

Washer Ø

Packaging Qty1

1 (27) 1-1 / 4 (32) 7 / 8 (22) 1 (27) 7 / 8 (22) 1 (27)

0.138 (3.5) 0.138 (3.5) 0.157 (4.0) 0.157 (4.0) 0.157 (4.0) 0.177 (4.5)

8 mm metal tophat 8 mm metal tophat 8 mm metal tophat 8 mm metal tophat 8 mm metal tophat 8 mm metal tophat

100 or 1000 pcs 100 or 1000 pcs 100 or 1000 pcs 100 or 1000 pcs 100 or 1000 pcs 100 or 1000 pcs

1 Ceiling clip and fastener combinations can be assembled with pre-tied wire lengths of 4', 6', 8', 10' & 12'.



3 .3 .4 E y e L a g C e i lin g F a s t e n i n g H a n g e r 3.3.4.1

Product Description


3.3.4.2


3.3.4.3

Technical Data

3.3.4.4


3.3.4.5


The Hilti Eye Lag Ceiling Fastening Hanger System is a cost effective and efficient means of supporting direct and indirect hung suspended lay-in panel ceilings. The Eye Lag Ceiling Hanger is manufactured from a zinc electroplated mild carbon steel and is designed for attachment of

suspended ceiling hanger wires into wood and sheet steel base materials. Each hanger is provided with a 0.177 inch pre-punched hole for attachment of ceiling wires. The EL S and EL SD versions are manufactured with steel washers to provide stability during installation into steel base materials.


Fastener Material

Base Material

Fastener Plating (μm)1

1/4" EL WS

Carbon Steel

Wood

8

1/4" EL S

Carbon Steel

Steel Deck 20 - 25 gauge and Wood

8

1/4" EL SD

Carbon Steel

Steel Deck 16 - 22 gauge

8

1 Zinc plated per EN/ISO 4042 A3F

1/4" EL WS

1/4" EL S

3 .3 .4 .3 T e c h n ic a l D a t a Allowable Loads for Hilti Eye Lag Ceiling Fastening Hanger Installed in Wood1,3,4 Wood Minimum 0.50 Speci fic Gravity


1 / 4" x 3" EL WS 1 / 4" x 2-3 / 4" EL S

Tension lb (kN)

45-Degree2 lb (kN)

260 (1.15)

185 (0.82) 135 (0.60)

1 The tabulated allowable load values are for the Eye Lag screws only, using a safety factor of 3.0 per ICC-ES AC233 and AC118. Ceiling wires or other attachments must be investigated in accordance with accepted design criteria.

1/4" EL SD

2 Oblique load applied 45-Degrees from the longitudinal axis of the fastener. 3 Based on minimum 1-1/2" Eye Lag screw penetration into the wood member 4 For wood members with different specific gravity measurements, refer to Section 11 of the National Design Specification for Wood Construction.

Allowable Loads for Hilti Eye Lag Ceiling Fastening Hanger Installed in Sheet Steel1,2,3 Steel Thickness, ga. (in.) Fastener Description

25

22

20

18

16

(0.021)

(0.030)

(0.036)

(0.048)

(0.060)

Tension (lb) (kN)

45Degree4 (lb) (kN)

Tension (lb) (kN)

45Degree4 (lb) (kN)

Tension (lb) (kN)

45Degree4 (lb) (kN)

Tension (lb) (kN)

45Degree4 (lb) (kN)

Tension (lb) (kN)

45Degree4 (lb) (kN)

1/4" x 2-3/4" EL S

60 (0.26)

85 (0.38)

110 (0.49)

150 (0.67)

150 (0.67)

230 (1.02)

—

—

—

—

1/4" x 2" EL SD

—

—

1/4" x 3" EL SD

—

—

75 (0.33)

100 (0.44)

115 (0.51)

140 (0.62)

165 (0.73)

225 (1.00)

215 (0.96)

235 (1.04)

1 The tabulated allowable load values are for the Eye Lag screws only, using a safety factor of 3.0 per ICC-ES AC233 and AC118. Ceiling wires or other attachments must be investigated in accordance with accepted design criteria. 2 Values are based on ASTM A653 grade steel having a minimum yield strength of 33,000 psi. 3 Based on minimum three full threads penetration through the sheet steel member. 4 Oblique angle load applied 45-Degrees from the longitudinal axis of the fastener.

Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel

fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337. 74 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


E y e L a g C e i li n g F a s t e n i n g H a n g e r 3 . 3 . 4 3 . 3 . 4 . 4 I n s t a l la t i o n In s t r u c t i o n s

1 Adjust the telescoping tubes to the proper lengths.

2 Insert the Eye Lag screw into top slot.

3 Insert wire into side of slot through the eyelet in the Eye Lag screw. Then bend the wire end down. Provide adequate length of wire to properly develop the required number of loops after twisting.

4 Raise tool against the ceiling, rotate the pole tool until the Eye Lag screw is at least 1-1/2" into the wood base material (embedment varies for steel base material - refer to Section 3.3.4.3 for additional details). CAUTION: In steel base material, stop turning before washer contacts base material to avoid stripping of the base steel.

5 Lower the tool about 2" from base material surface as shown.

6 Rotate the tool again to twist the wire. The pole tool may be turned by hand or by using a 1/2" variable speed drill. Caution: If using drill, do not grip pole tightly with hand, but allow it to turn loosely. Reference Figures 2 and 3 for typical wire tying requirements.

End Connections

Side Connections

Face Connections

Connection Locations for Wood Applications Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 75


3 .3 .4 E y e L a g C e i lin g F a s t e n i n g H a n g e r 3 .3 .4 .5 O r d e r i n g In f o r m a t i o n Eye Lag Ceiling Fastening Hanger Fastener Description

Shank Ø in. (mm)


Base Material

Quantity

Eye Lag screw - 1 / 4 x 3" wood screw zinc (EL WS) Eye Lag screw - 1 / 4 x 2-3 / 4" sharp zinc (EL S) Eye Lag screw - 1 / 4 x 2" self drilling zinc (EL SD) Eye Lag screw - 1 / 4 x 3" self drilling zinc (EL SD)

1 / 4 (6.3) 1 / 4 (6.3) 1 / 4 (6.3) 1 / 4 (6.3)

3 (76) 2-3 / 4 (70) 2 (51) 3 (76)

Wood Sheet Steel 20-25 ga. and Wood Sheet Steel 16-22 ga. Sheet Steel 16-22 ga.

100 pcs 100 pcs 100 pcs 100 pcs

Pole Tool Description

Notes

Quantity

Telescopic screw ceiling tool - SF PT 4' - 12' Telescopic screw ceiling tool - SF PT 8' - 24'

The pole tool can be used either by hand or with a 1 / 2" variable speed drill. The pole tool can be used either by hand or with a 1 / 2" variable speed drill.

1 pcs 1 pcs

Telescopic Screw Ceiling Tool

1/4" EL WS

1/4" EL S

1/4" EL SD

Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel

fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.


Grating & Checkerp late Fastening Systems

G r a t i n g & C h e c k e r p l a t e F a s t e n e r S e l e c t io n 3 . 4 . 1 The following sections describe grating and checkerplate fastening solutions for marine (Oil and Gas Upstream) and industrial environments. These solutions consist of powderactuated and mechanical fasteners which provide the installer with highly productive, high quality solutions which are designed to fit the needs of the particular application.

tool set which enables the installer to pre-drill a small pilot hole into the base steel. A blunt tip stud, the diameter of which is slightly larger than that of the pre-drilled hole is then fastened with a Hilti powder-actuated tool directly into the pilot hole. Finally, the disk is installed on the stud with a screw fastening tool.

The primary concern when determining which solution to choose will be the level of corrosion resistance required. For marine environments, Hilti offers a stainless steel grating or checkerplate disk and powder-actuated stud. Stainless steel studs are attached directly using Hilti powder-actuated tools, while the disk is then attached using a screw fastening tool. If through penetration of the base material is not desired, or if the base material onto which the grating panels are installed is very thick, an option for stud attachment is the Hilti X-BT system. The Hilti X-BT system consists of a specialized

For less corrosive environments, Hilti offers the X-GR RU powder-actuated fasteners which feature stainless steel fasteners and duplex coated (similar to hot dip galvanized) pre-mounted saddle clip fasteners. These fasteners offer high productivity and corrosion resistance at a level which is typically needed in non-marine, semi-corrosive exposed environments. For those cases where powder-actuated solutions are not desired, Hilti also offers a mechanical clamp, the X-MGR. This fastener features a hot dip galvanized coating, and will fit most standard open bar grating panels.

X-FCM Grating Disk System

X-GR RU Grating Fastening System

X-MGR Grating Fastening System

Hilti Grating and Checkerplate Product Selection Guide1 Corrosion Resistance Hilti System

Hot-Dipped Galvanized

Stainless Steel

X-FCM Grating Disk System

X-FCM-M Duplex Coated2

X-FCM-R

X-FCP Checkerplate Disk System

X-FCP-F Duplex Coated2

X-FCP-R


Duplex Coated2

–


Minimum 45 μm

–

Connecton Type Grating / Checkerplate Height in. (mm)

Steel or FRP Grating 1 to 2 (25 to 50) Checkerplate

Base Steel Thickness in. (mm)

≥ 1 / 43 ( ≥ 6)

1 / 4 to 1 / 2 (6 to 12)

Steel Grating 1 to 1-1 / 2 (25 to 38)

1 / 4 to 1 / 24

(6 to 12)

Steel Grating

1 / 8 to 1

1 to 1-1 / 2 (25 to 38)

(3 to 25)

Powder Actuated / Mechanical

Permanent / Removable

Powder-Actuated

Removable5

Powder-Actuated

Removable5

Powder-Actuated

Removable5

Mechanical

Removable

1. Reference entire section for specific details on allowable load values, selection and installation. More information on X-FCM Grating and X-FCP Checkerplate Disk Systems can be found in Section 3.4.2. More information on X-GR RU and X-MGR Grating Systems can be found in Section 3.4.3. 2. Duplex coating tested to 480 hours salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018 / 2.0 (Comparable to 45 microns HDG coating). 3. X-BT M8 threaded studs require a minimum steel thickness of 5 / 16" (8 mm) to ensure no through point penetration. X-CRM8 threaded studs have an application limit of 1 / 2" (12 mm). 4. Fastening X-GR RU fasteners into base material thicknesses greater than 1 / 2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU section for more information. 5. Disk or saddle may be removed easily. Threaded stud or base will remain in base steel unless removed by overloading fastener.



3 . 4 . 2 X -F C M & X -F C P G r a t i n g & C h e c k e r p l a t e 3.4.2.1

Product Description


3.4.2.2


3.4.2.3

Technical Data

3.4.2.4


3.4.2.5


The Hilti Grating Fastening System consists of the X-FCM Grating Disk, an 8 mm powder-actuated threaded stud, and a powder-actuated tool equipped with a special grating adapter that fits through the bar grating and contacts the base steel. The X-FCM Grating Disk is available in three lengths to accommodate grating thickness of 1" to 2". Carbon steel disks are available with duplex coating (X-FCM-M). The stainless steel disks (X-FCM-R) offer the highest corrosion resistance. The 8 mm threaded studs are available in stainless steel.

X-FCM

X-FCP

HILTI

Bar grating (with X-FCM)

The X-FCP Fastening System is used to fasten flat floorplates with thicknesses of 1 / 4" to 1 / 2" to supporting steel structures. The Hilti X-FCP Fastening System includes the X-FCP Disk, an 8 mm powder-actuated threaded stud and a powder-actuated tool with specialized adapter. The adapter is designed to fit through a 3 / 4" diameter pre-drilled hole in the checkerplate or other similar solid flooring material, and contact the base steel. The X-FCP Disk is available in duplex coated carbon steel (X-FCP-F) or stainless steel (X-FCP-R). The 8 mm threaded studs are available in stainless steel. Product Features

• Grating or checkerplate are fastened in place • Topside only access needed

Guide Speci fication 05500 Metal Fabrications 05530 Grating Disk: X-FCM Disk shall be duplex

coated carbon steel or stainless steel, which consists of an assembly of a disk and an 8 mm internally threaded screw manufactured by Hilti. Stud: Powder-actuated threaded stud

for attaching the X-FCM Disk shall be X-CRM8-15-12, X-BT M8-15-6 SN12-R stainless steel studs manufactured by Hilti. Installation: Contact a manufacturer’s

representative from Hilti to provide training to the operators at the project site. 05540 Floor Plates Disk: X-FCP Disk shall be duplex

coated carbon steel or stainless steel, which consists of an assembly of a disk and an 8 mm internally threaded screw manufactured by Hilti. Stud: Powder-actuated threaded stud

for attaching the X-FCP Disk shall be X-CRM8-9-12 or X-CRM8-15-12 stainless steel studs manufactured by Hilti. Installation: Contact a manufacturer’s

representative from Hilti to provide training to the operators at the project site.

• Removable* and reusable* Checker plate (with X-FCP disk)

Listings / Approvals ABS (American Bureau of Shipping)

for X-FCM-R and X-FCP-R Lloyds Register

• Corrosion resistance of stainless disks and X-CRM8 Threaded Studs • Non-trip profile • Non-slip surfaces • No electrical or pneumatic power required

for all X-FCM types and X-FCP-R DNV Certi fication

for X-FCM-M and X-FCM-R GL (Germanischer Lloyd)

* Only disk part of fastener can be removed and reused. Threaded stud remains in place unless removed by overloading the fastener.



X -F C M & X -F C P G r a t i n g & C h e c k e r p l a t e 3 .4 .2 3 .4 .2 .2 M a t e r i a l S p e c i fi c a t i o n s X-FCM-M & X-FCP-F Material Coating Carbon Steel 65 μm Zinc

Component

Disk Threaded Extension Threaded Stud

Carbon Steel SAE 316 Equivalent

Duplex1 None

X-FCM-R & X-FCP-R Material Coating

SAE 316 SAE 316 SAE 316 Equivalent

None None None

1. 480 hour salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018 / 2.0 (Comparable to 45 microns HDG coating).

3 .4 .2 .3 T e c h n ic a l D a t a Allowable Static Tension Loads for X-FCM-M or X-FCM-R with Grating, lb (kN)1,2,4 Rectangular Grid Barspacing in. (mm) (19) (30) 3 / 4 1-3 / 16 180 180 (0.8) (0.8) 315 225 (1.4) (1.0)


X-FCM-M X-FCM-R

3 / 4 405 405

Square Grid Barspacing in. (mm) (19) (30) 1-3 / 16 180 (1.8) 3 (0.8) 225 (1.8) 3 (1.0)

1. Allowable loads represent the capacity of the Hilti Grating System only. The capacity of the grid must be investigated in accordance with accepted design criteria. 2. Unless otherwise noted, load values are limited by plastic deformation of the X-FCM disk. 3. Allowable load value is limited by recommended load for threaded stud. 4. X-FCM-M and X-FCM-R Fastening Systems resist shear by friction and are not suitable for explicit shear load designs, e.g. diaphragms. Depending on surface characteristics, shear loads of up to 65 lb (0.3 kN) w ill not result in permanent deformation. Therefore, small unexpected shear loads can generally be accommodated without damage.

Allowable Static Tension Load for X-FCP-F & X-FCP-R with Checkerplate1,3 Allowable Tension Loads2 lb (kN)


X-FCP-F X-FCP-R

405

(1.8)

1. Allowable loads represent capacity of X-FCP disk or threaded stud. The capacity of checkerplate must be investigated in accordance with accepted design criteria. 2. Allowable load value is limited by the recommended load for the X-CRM8 threaded stud. 3. X-FCP-F and X-FCP-R are not intended for shear loading.

3 . 4 . 2 . 4 I n s t a l la t i o n In s t r u c t i o n s Product Selection Guide for Grating

Ø50[1.969"] ] " 9 3 3 . 0 [ 6 . 8

] " 0 6 3 1 6 . 0 [

Ø10.3

[0.406"] 5[0.197"]

] " 6 8 . 6 9 7 1 . 0 [

L

L

Grating Height

1

Stainless Steel

in.

(mm)

in.

(mm)

X-FCM-M 25 / 30

X-FCM-R 25 / 30

0.906

(23)

1 to 1-3 / 16

(25-30)

X-FCM-M 1 -1 / 4

X-FCM-R 1-1 / 4

1.063

(27)

1-1 / 4

(32)

X-FCM-M 35 / 40

X-FCM-R 35 / 40

1.299

(33)

1-3 / 8 to 1-9 / 16

(35-40)

X-FCM-M 45 / 50 X-FCM-R 45 / 50 X-CRM8-15-12 FP10 Threaded Stud X-BT M8-15-6 SN12-R

1.693

(43)

1-3 / 4 to 2

(45-50)

Duplex Coated

] " 7 5 1 . 0 [ 4 + L

Grating Disk

1. 480 hour salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018 / 2.0 (Comparable to 45 microns HDG coating).



3 . 4 . 2 X -F C M & X -F C P G r a t i n g & C h e c k e r p l a t e Threaded stud placing

X-CRM8-15-12 hNVS = 5 / 8" to 25 / 32" (16.0 to 20.0 mm) t II = 1 / 4" to 1 / 2" (6 to 12 mm)

Tightening torque

Fitting tolerances / height of grating (dimensions in mm)

Tmax = 6.0 ft-lb (8.0 N-m) for X-CRM8 studs.

Min. grating height = L + 2

Tmax = 6.0 ft-lb (8.0 N-m) for X-BT M8 studs.1 Tightening tool: Hilti screwdriver SF 121-A SF 150-A or SF 180-A with 5 mm Torx Bit

S S V V N

N h h

Set clutch to appropriate setting to obtain desired torque.

I I

h t

Max. grating height = L + 7

X-BT M8-15-6 SNR121 hNVS = 5 / 8" to 11 / 16" (15.7 to 16.8 mm) t II ≥ 5 / 16" (8 mm)

TMAX

5 . 1 2

8 1

5 . 6 2

0 2

S V N

Governing requirement: • Minimum 2 mm clearance between X-FCM and surface of base steel to allow for deflections Example: X-FCM 25 / 30

I I

6 1 7

Governing requirement: • Minimum 5 mm thread engagement at the minimum allowable stand-off, hNVS. Note:

Grating height of 32 can be accommodated if hNVS ≥ 18 mm

t

3 2

2

Min. grating ht. = 23 + 2 = 25 mm Max. grating ht. = 23 + 7 = 30 mm h

L

L

• The maximum grating height for an X-FCM type can be extended if hNVS is tightly controlled (e.g. at 18 mm instead of 16 mm).*

1. Reference Section 3.2.10 for more details on proper installaton of X-BT fasteners.

Installation procedure for bar grating

1. Place the grating sections following recognized safety precautions.

2. Widen opening at fastening 3. Place the threaded stud

4. Tighten the disk, without exceeding maximum tightening torque

≥11 / 16" 0 3

hNVS NVS

≥11 / 16"

* Maximum grating height can be extended with the use of the X-SEA-R30 M8. Reference the installation procedure found on page 82. 80 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


X -F C M & X -F C P G r a t i n g & C h e c k e r p l a t e 3 .4 .2 Product Selection Guide for Checkerplate Fastening Height in. (mm)

X-FCP Disk1

DX 76 2 / DX 460 F10 Grating Stud

DX 460-GR Stud

1 / 4 to 21 / 64

X-FCP-F5 / 10 X-FCP-R5 / 10 X-FCP-F5 / 10 X-FCP-R5 / 10

X-CRM8-9-12P10 Stud Stand-off 31 / 64" – 37 / 64" X-CRM8-15-12P10 Stud Stand-off 41 / 64" – 25 / 32"

X-CRM8-9-12P8 Stud Stand-off 31 / 64" – 37 / 64" X-CRM8-15-12P8 Stud Stand-off 41 / 64" – 25 / 32"

X-FCP sealing ring

Optional

Optional

(6.4 to 8.3) 11 / 32 to 1 / 2

(8.7 to 12.7) 1 / 4 to 1 / 2

(6.4 to 12.7)

1. X-FCP-F = Duplex Coated Carbon Steel, X-FCP-R = Stainless 2. Additional equipment required

Installation procedure for checkerplate

1. Place and align the plate section following recognized safety precautions.

Trec 3.7 – 6 ft-lb (5-8 Nm)

2. Install the 8 mm stainless threaded stud through the pre-drilled hole. 3. Start the X-FCP on the stud by hand.

4.Tighten the disk, without exceeding maximum tightening torque. *hNVS = Stud Stand-off Length



3 . 4 . 2 X -F C M & X -F C P G r a t i n g & C h e c k e r p l a t e Installation Procedure for bar grating with X-SEA-R30 M81

1. Installation procedure to be used in conjunction with bar grating procedures found on page 80. X-SEA-R 30 M8 only to be used for grating attachment.

3 .4 .2 .5 O r d e r i n g In f o r m a t i o n Grating Disks Description

X-FCM-M 25 / 30 X-FCM-M 35 / 40 X-FCM-M 1-1 / 4 X-FCM-M 45 / 50 X-FCM-R 25 / 30 X-FCM-R 35 / 40 X-FCM-R 1-1 / 4 X-FCM-R 45 / 50

Coating / Material

Box Qty

Duplex Coated Duplex Coated Duplex Coated Duplex Coated Stainless Steel Stainless Steel Stainless Steel Stainless Steel

100 100 100 100 100 100 100 100

Coating / Material

Box Qty

Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel

100 100 100 100 100

Coating / Material

Box Qty

Duplex Coated Stainless Steel Polyurethane

200 200 200

Coating / Material

Box Qty

Stainless Steel

100

Threaded Studs Description

X-CRM8-15-12 FP10 X-CRM8-15-12 P8 X-CRM8-9-12 FP10 X-CRM8-9-12 P8 X-BT M8-15-6 SN12-R

Checkerplate Disks Description

X-FCP-F5 / 10 X-FCP-R5 / 10 X-FCP Sealing Ring X-SEA

Grating Extensions Description

X-SEA



X -G R R U & X -M G R G r a t i n g F a s t e n in g S y s t e m s 3 .4 .3 3 .4 .3 .1 P r o d u c t D e s c r ip t i o n

3.4.3.1

Product Description

Hilti provides a wide range of solutions for the attachment of grating. These solutions allow attachment of different grating heights, have HDG* equivalent corrosion resistance and provide removable or permanent grating attachment.

3.4.3.2


3.4.3.3

Technical Data

3.4.3.4


3.4.3.5


Product Features

• • • • • •

Grating fastened in place Topside only access needed Removable and reusable** Corrosion resistance of HDG* Non-trip profile No electrical or pneumatic power required

* Refer to material speci fications below for more details on coatings. ** Only saddle clip and screw parts of X-GR RU fasteners can be removed and reused.

3 .4 .3 .2 M a t e r i a l S p e c i fi c a t i o n s X-GR RU Material Coating

System Component

Saddle Clip Carbon Steel Powder-Actuated Fastener Stainless Steel Screw Carbon Steel Nut – Nut Holder –

Duplex1 8 μm Zinc2 Duplex1 – –

X-MGR Material Coating Carbon Steel 65 μm Zinc

– Carbon Steel Carbon Steel Stainless Steel

– 60 μm Zinc 45 μm Zinc –

1. Duplex coating tested to 480 hours salt spray test per DIN 50021 and 10 cycles Kesternich test per DIN 50018 / 2.0 (Comparable to 45 microns HDG coating).


2. Zinc coating on X-GR RU stainless steel powder-actuated fasteners are for improved driving performance during installation..

3 .4 .3 .3 T e c h n ic a l D a t a Allowable Static Tension Loads for Hilti Grating Fastening Systems1,2,3 Fastener Description

Bearing Bar Spacing4

Base Steel Thickness

in. (mm)

in. (mm)

Allowable Tension Load lb. (kN)

5

X-GR RU

1 to 1-1 / 4

(25 to 32)

1 / 4 to 1 / 2

(6 to 12)

180 (0.8)

X-MGR

≥ 1-3 / 16

( ≥ 30)

1 / 8 to 1

(3 to 25)

135 (0.6)

1. Allowable loads represent the static capacity of the Hilti Grating System only. The capacity of the grid must be investigated in accordance with accepted design criteria. 2. Allowable load values are limited by plastic deformation of the X-GR RU or X-MGR saddle clip. 3. X-GR RU and X-MGR Grating Fastening Systems resist shear by friction and are not suitable for explicit shear load designs, (e.g. diaphragms). Depending on surface characteristics, shear loads of up to 65 lb (0.3 kN) will not result in permanent deformation. Therefore, small unexpected shear loads can generally be accommodated without damage. 4. Reference installation instructions for more details regarding bearing and cross bar dimensions. 5. Fastening X-GR RU fasteners into base material thicknesses greater than 1 / 2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU installation instructions for more information.




3 .4 .3 X -G R R U & X -M G R G r a t in g F a s t e n in g S y s t e m s 3 . 4 . 3 . 4 I n s t a l la t i o n In s t r u c t i o n s ( i n c l u d i n g s e l e c t i o n g u i d e s ) General Spacing Edge Distance & Base Steel Thickness Guidelines

X-GR RU

X-MGR

Edge Distance: c ≥ 1 / 2" (12 mm)

Edge Distance: No general restriction for end of beam condition

Spacing: s ≥ 5 / 8" (15mm)

(reference X-MGR Installation Procedures for more detail). Spacing: No general restriction. Base Steel (Flange) Thickness: 1 / 8" to 1" (3 mm to 25 mm)

Base Steel Thickness: tll = 1 / 4" to 1 / 2" (6 mm to 12 mm)*

* Fastening X-GR RU fasteners into base steel thicknesses greater than 1 / 2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU installation instructions for more information.

X-GR RU Selection Guide for Grating Nominal Grating Min. Cross Bar Height Spacing2 in. (mm) in. (mm) 1 X-GR RU 1" (25) 1-3 / 16 (32) X-GR RU 1-1 / 4" X-CR 20-4.5R Zn P8 1-1 / 4 (30) (38) 1-1 / 2 X-GR RU 1-1 / 2" Fastener Description

Powder-Actuated Fastener1

Bearing Bar Spacing2 in. (mm)

Base Steel Thickness3 in. (mm)

1 to 1-1 / 4

1 / 4 to 1 / 2

(25 to 32)

(6 to 12)

DX Tool DX 460-GR

with 6.8 / 11M black cartridges

1. Comes pre-assembled as part of X-GR RU fastener. 2. Reference step 2 of the X-GR RU Installation Procedures below for more details on bar spacing requirements. 3. Fastening X-GR RU fasteners into base material thicknesses greater than 1 / 2" (12 mm) is possible when pre-drilling is used. Reference X-GR RU installation instructions for more information.

X-GR RU Standard Installation Procedures for Grating (without pre-drilling) 1. Place the grating sections following

2. Install X-GR RU Fastener

recognized safety precautions.

3. Tighten the screw

Trec = 2.2 – 3.7 ft-lb (3 - 5 Nm) Tightening tool: • Screw driver with torque release coupling (TRC) • 6 mm Allen-type bit

Note: position the flat side of the fastener guide to the saddle!

4. Check Installed Fastener

Bearing bar spacing (a): a = 1" to 1-1 / 4" (25 to 32 mm) Cross bar spacing (b): b ≥ 1-3 / 16" (30 mm)

Hilti Screw Driver SF 121-A SF 150-A

Torque Setting TRC 5 – 7 TRC 3 – 5

Do not over tighten: The saddle of the

fastener should not be bent. h = 0.28" – 0.41" (7.0 mm – 10.5 mm) 4a. Check nail stand-off (h ). 4b. Check that screw has not been over tightened as shown in step 3. NVS

NVS


Grating Grati ng & Checkerp late Fastening Fastening Systems

X -G - G R R U & X -M - M G R G r a t i n g F a s t e n in in g S y s t e m s 3 .4 .3 X-GR RU Installation Procedures for Grating (with pre-drilling)

Trec = 2.2-3.7 ft-lb (3-5 Nm) 6 mm

1. Pre-drilling should only only be used when necessary. Thick, > 1/2" (12mm), or very hard steel base materials may require the use use of pre-drilling. 2. These instructions should be used in conjunction with the installation instructions instructions without pre-drilling (e.g. placement of grating, bearing and cross bar spacing requirements, tool recommendations and checking of installed fastener).


Grating & Checkerp late Fastening Fastening Systems Systems

3 .4 .3 X -G R R U & X -M G R G r a t in g F a s t e n in g S y s t e m s X-MGR Selection Guide for Grating Fastener Description

Powder-Actuated Fastener

X-MGR-W60

None

Grating Height in. (mm)

Minimum Cross Bar Spacing1 in. (mm)

Bearing Bar Spacing1 in. (mm)

Maximum Bearing Bar Thickness1 in. (mm)

1 to 1-1 / 2

(25 to 38)

1-3 / 16 16

1

3 / 16 16

1 / 8 to 1

(30)

(25)

(4.8)

(3 to 25)

Base Steel Thickness in. (mm)

Fastening Tool SF 121-A, SF 150-A

1. Reference step 2 of the X-MGR Installation Procedures below for more details on bar spacing and thickness requirements.

X-MGR Installation Procedures for Grating 1. Place the grating sections following

2. Place the X-MGR Fastener Fastener

3. Tighten the screw

recognized safety precautions.

Trec = 3.7 - 6.0 ft-lb (5 - 8 Nm) Tightening tool:

• Screw driver with torque release coupling (TRC) • 1 / 4" 4" Allen-type bit

4. Check 4a. Check that the indentation line on

the clip is positioned under the steel flange as shown below. indentation line

a

b

c

X-MGR 1" ≥ 1-3 / 16" 16" ≤ 3 / 16" 16" W60 (25 mm) (30 mm) (4.8 mm)

Hilt Hi ltii Sc Scre rew w Dr Driv iver er SF 121-A SF 150-A

Torque Torq ue Se Sett ttin ing g TRC 7 – 11 TRC 5 – 9

Do not over tighten: The saddle of the

fastener should not be bent.

4b. Check that screw has not been over

tightened as shown in step 3.


Grating Grati ng & Checkerp late Fastening Fastening Systems

X -G - G R R U & X -M - M G R G r a t i n g F a s t e n in in g S y s t e m s 3 .4 .3 3 .4 .3 .5

O r d e r in g In f o r m a t i o n

DX 460-GR Description

DX 460-GR Deluxe Grating Tool Includes tool, ramrod, cleaning brushes, cleaning cloth, spray lubricant and operating instructions in an impact-resistant plastic tool box

Replacement Parts Guide Sleeve

Description

X-460-F8GR Fastener Fastener Guide Assembly Assembly X-460-TGR Fastener Fastener Guide Sleeve X-460-PGR Piston Piston

X-GR RU Fastener

Fastener Guide Assembly

Fastener Only Packs Non-Combo Description

Qty

X-GR RU 1" 25 / 30 30 CR 20 P8 X-GR RU 1-1 / 4" 4" CR 20 P8 X-GR RU 1-1 / 2" 2" CR 20 P8

100 pcs 100 pcs 100 pcs

Combo packs (includes equal quantities of fasteners and cartridges) Description

Qty

X-GR RU 1" Grating Grating Fastener Cartridge Cartridge Combo X-GR RU 1-1 / 4" 4" Grating Fastener Cartridge Combo X-GR RU 1-1 / 2" 2" Grating Fastener Cartridge Combo X-GR RU 1" Grating Grating Fastener Partial Partial Pallet Combo Combo X-GR RU 1-1 / 4" 4" Grating Fastener Partial Pallet Combo X-GR RU 1-1 / 2" 2" Grating Fastener Partial Pallet Combo

100 pcs 100 pcs 100 pcs 2400 pcs 2400 pcs 2400 pcs

X-MGR Fastener Fastener Only Packs Description

Qty

X-MGR W 60 X-MGR Mechanical Mechanical Grating Fastener Pallet

20 pcs 2560 pcs

.27 Caliber Cartridge — Short (strips of 10 each) Fastener Only Packs Description

6.8 / 18 18 M Black — Extra Extra Heavy (Power Level 6)

Qty

100 pcs

Pre-drilling Tools for X-GR RU Installation Description

Qty

XBT 4000-A TX-GR-RU 3.4 / 10.5-110 10.5-110 Stepped Drill Bit TX-GR-RU 3.4 / 10.5-110 10.5-110 Stepped Drill Bit (10 pack) S-B HEX 6 Bit

1 pcs 1 pcs 10 pcs 1 pcs



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 1 S t e e l D e c k T e r m i n o l o g y & D e 3 . 5 . 1. 1. 1 D e c k i n g F a s t e n e r Terminology

fi

nitions

3 . 5 . 1. 1. 3 S t e e l D e c k D e fi n i t i o n s Base Material - The existing part of the work that is a base

DX

= Hilti terminology for direct fastening powder-actuated technology

for the fastening. The structural steel or bar joist framing members in steel deck applications.

ENP

= Hilti fastener type used for attaching steel deck to structural support steel with DX 76 and DX 860-ENP powder-actuated tools (X-ENP19 L15)

Beam - One of the principal horizontal supporting members

= diaphragm flexibility factor, micro-inch / lb (mm x 10 -6 / N)

Button Punch - A mechanical means of connecting two

F

G’ HSN

= diaphragm shear stiffness lb / in. (N / mm x 10 -6 ) = Hilti High Shear Nail fastener type for attaching steel deck to bar joist support steel used with DX 860-HSN and DX 460-SM powder-actuated tools (X-EDN19 THQ12, X-EDNK22 THQ12)

q

= allowable diaphragm shear, plf (N / mm)

Q f

= structural connector strength, lb (kN)

Qs

= fastener strength, panel to panel, lb (kN)

S f

= fastener flexibility factor, panel to frame, in. / kip (mm / kN)

Ss

= fastener flexibility factor, panel to panel, in. / kip (mm / kN)

t f ( t || )

=

flange

thickness of beam or bar joist for steel deck applications, in. (mm)

ICC-ES = International Code Council - Evaluation Service SDI

= Steel Deck Institute

CSSBI

= Canadian Sheet Steel Building Institute

3 . 5 . 1. 1. 2 X - H V B ( S e c t i o n 3 . 5 . 6 ) Terminology

of a building. Burn Through - Unintended welding-related holes created

in steel deck. pieces of sheet metal together by crimping with a special tool. This method is used on BI or interlocking deck panels. Direct Fastening - A fastening method in which the

fastenings are made without any preparation steps such as drilling a hole. Examples are powder-actuated fastening, self-drilling screws and welding. Diaphragm Deck - A decking system which is designed

to carry lateral loads due to wind or seismic action in addition to gravity loads and wind uplift. Endlap - The overlap of adjacent steel deck panels at the

ends of the panels (end edges perpendicular to the steel deck panel fluting). Typically specified as 2 or 4 inches. Butted deck with no endlap should be used for thicker steel deck. Fastener Pattern - The number and spacing of fasteners at

each support for a steel deck panel. Fastened Material - The component that must be attached

to the base or supporting material. Fastening - The combination of fastener, fastened material

and base material all in final position. Fastening System - The fastener, fastening tool and driving

power source all taken together as a system with speci fic performance characteristics. Gauge - A measure of thickness for sheet metal. Reference

Section 3.5.1.7 for common steel deck gauges.

hr

= nominal rib height, in. (mm)

H s

= connector height, in. (mm)

N r

= number of connectors in one rib

q

= allowable shear strength, lb (kN)

Qn

= nominal shear strength, lb (kN)

having male and female side edges. The adjacent deck panel male and female edges interlock into each other when the deck is installed. The interlocks are fastened together using button punches, proprietary punch systems, welds, or screws

= coefficient to account for group effect

Joist - A structural member in a building which is used to

Rg w r

= average width of rib, in. (mm)

Y con

= distance from top of steel beam to top of concrete slab, in. (mm)

Interlocking Sidelap (BI Connection) - Steel deck panels

support a floor or roof.



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 Nestable Sidelap-Steel deck type in which the side edge of a

Pullout- As related to fasteners, a failure mode that occurs

steel deck panel contains a partial valley pro file and overlaps, or “nests" on top of the side edge of the adjacent steel deck panel, which contains a full valley pro file. Often fastened together using self-drilling stitch screws.

when the fastener pulls out of the base steel support.

Non-Diaphragm Deck- A steel deck system which is

designed to carry only gravity loads.

Pullover- As related to fasteners, a failure mode that occurs

when the steel deck panel pulls over the fastener head or washer(s). Punch Systems- A mechanical means of connecting two

a fastener.

pieces of sheet metal together by punching through the steel to create a flap of metal which is then crimped. This is done with a proprietary pneumatic tool on interlocking deck panels.

Powder-Actuated Cartridge- A powder filled metal casing

Purlin- A secondary horizontal structural member attached to

used as the source of driving energy in a powder-actuated tool. The ANSI A10.3 terminology is a “cased powder load."

the primary frame and supporting the roof covering.

Powder-Actuated Fastener (PAF)- A nail or threaded stud

panels (side edges parallel to the steel deck panel fluting).

Pneumatic Tool- A tool that uses compressed air to drive

fastener capable of being driven into steel, concrete or masonry. Fasteners may be equipped with washers suitable for clamping the fastened material to the base or supporting material. Also referred to as Hilti DX, powder-actuated fasteners (PAF), power-driven fasteners (PDF), drive pins or shot pins. Powder-Actuated Tool- A tool that uses expanding gases

from powder-actuated cartridges to drive a fastener. Powder-Actuated, Indirect-Acting Tool- A powder-actuated

tool in which the expanding gas of the powder load acts on a captive piston, which in turn drives the fastener into the base material. If the test velocity of the lightest fastener when using the strongest powder load is less than 328 fps (100 m / s), the tool meets the ANSI A10.3 requirements and is classified as a low-velocity tool. All Hilti powder-actuated tools used in the construction industry are classi fied as low velocity.

Sidelap-The side edge overlap of adjacent steel deck

Stitch Screws-Screws used to fasten the overlapping edges

of two deck panels between joists or beams. Tack Weld- A weld of no structural significance. Used for

temporary attachment of steel to the supporting frame. A weld made to hold the parts in proper alignment until the final welds are made. Uplift- Vertical load on the steel deck panels due to

wind forces. Wind Tacking-Limited fastening of the steel deck panel

at the edges to hold the panels in place until all speci fied fastenings have been made.



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 2 S t e e l D e c k D i a p h r a g m D e s i g n & T h e o r y 3 .5 .1.2 .1 G e n e r a l D i s c u s s i o n A steel deck diaphragm is a horizontal assembly that resists wind, seismic and other lateral forces. A diaphragm can be modeled as a horizontal beam with interconnected floor and roof deck units that act as the beam web. Intermediate joists or beams act as web stiffeners and perimeter beams or reinforcement on the diaphragm perimeter act as the beam flanges. Figure 1, based on graphics from the Steel Deck Institute (SDI) Diaphragm Design Manual, depicts a roof deck diaphragm model. Design of steel deck diaphragms has traditionally been done using the Steel Deck Institute (SDI) Diaphragm Design Manual or Technical Manual (TM) 5-809-10 Seismic Design for Buildings, Departments of the Army, Navy and Air Force (Tri-Services Design Manual). Both methods provide the basic equations for determining the strength and stiffness of the diaphragm considering the following parameters:

1. Steel Deck Profile Type and Thickness 2. Supporting Steel Frame Spacing or Deck Span 3. Frame Fastener Type and Spacing (connector for steel deck to steel frame) 4. Sidelap Fastener Type and Spacing (connector for steel deck panel edge to edge) 5. Safety Factors (ASD) or Resistance Factors (LRFD / LSD) based on load type (wind, seismic, other) and fastening type (mechanical, weld) ICC Evaluation Services recognizes both design methods as acceptable in AC43, Acceptance Criteria for Steel Deck Roof and Floor Systems. An ICC Evaluation Service Report (ESR) based on ICC-ES AC43 provides recognition for use with the IBC. Hilti deck fasteners are currently listed in the SDI DDM03 and Appendix VI and were evaluated in ICC-ES ESR-2776, ESR-2197 and ESR-2199. Hilti deck fastener performance with proprietary sidelap clinching systems is also documented in ESR-1116, ESR-1735P, ESR-1169 and ESR-1414. Additional industry research on quasi-static and seismic / cyclic load performance of diaphragms is ongoing. Other system approvals and evaluation reports are pending.

Figure 1 – Diaphragm Model

3 .5 .1.2 .2 F a s t e n e r T e s t P r o g r a m s Many small element and full scale test programs have been conducted using Hilti deck fasteners to evaluate their performance. 1. Small Element Connection Tests

Small element connection tests are used to determine fastener pullout, pullover and lap-joint shear strength and stiffness with sheet steel and base steel representative of typical construction. The data is analyzed and used in a predictive model to calculate the performance of the larger steel deck diaphragm assembly or system. These tests are conducted in accordance with the following standards, and shown in Figure 2.

• AISI TS-5 (S905) Test Methods for Mechanically Fastened Cold-Formed Steel Connections • ASTM E 1190 Standard Test Methods for Strength of Power-Actuated Fasteners Installed In Structural Members • ICC-ES AC70 Acceptance Criteria for Fasteners Power Driven Into Concrete, Steel and Masonry Elements • ICC-ES AC118 Acceptance Criteria for Tapping Screw Fasteners



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1

Figure 2 – Small Element Connection Tests 2. Full Scale Diaphragm System Tests

Full scale diaphragm system tests are used to determine the strength and stiffness of a larger steel deck diaphragm assembly directly. The data is analyzed and fit in a predictive model to address varying con figurations of base steel, steel deck, specific fastener combinations and spans. These tests are conducted in accordance with the following standards and shown in Figures 3, 4 and 5.

• ICC-ES AC43 Acceptance Criteria for Steel Deck Roof and Floor Systems • AISI TS-7 (S907) Cantilever Test Method for Cold-Formed Steel Diaphragms • ASTM E 455 Standard Test Method for Static Load Testing of Framed Floor or Roof Diaphragm Constructions for Buildings

Figure 3 – ICC-ES AC43 Diaphragm Test Frame Schematics

3 0 ' - 0 "

0 " 2 4 ' -

Figure 4 – AC43 Diaphragm Test Frame Fastening Systems Research Laboratory (FSRL), Schaan, Liechtenstein Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 91


3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n Hilti powder-actuated deck fasteners are recognized alternatives to arc spot puddle welds and self-drilling screws. The fasteners can be used on roof deck diaphragms as well as composite concrete filled floor diaphragms. Hilti provides training for powder-actuated tool operators in accordance with ANSI A10.3 Safety Requirements for Powder-Actuated Fastening Systems.

) s p i k ( d a o L

Hilti Mechanical Fastening Systems Provide Superior Solutions for Attaching Steel Deck to Steel Support Displacement [inch]

Figure 5 – AC43 Deck Diaphragm Load Displacement Curve

Members

• Consistent Fastening Quality • High Production Rate • No Burn Throughs or Joist Damage from Welding • Superior Cyclic Load Performance

3 .5 .1.2 .3 P r o p e r F a s t e n e r S e l e c t io n & S t e e l D e c k L a y o u t ( P r e - F a s t e n e r In s t a lla t i o n ) Selection of the proper Hilti deck fastener depends on the supporting base steel thickness as shown in Section 3.5.1.3.1. The Hilti Deck Fastener Selection Gauge shown in Figure 6 should be used by the decking installer to con firm fastener selection. The cut-out slot on the gauge is fit against the bar joist top chord or steel beam flange. As the internal card slides in the gauge, the proper Hilti deck fastener is highlighted with a green box. A red box indicates that the corresponding Hilti deck fastener is outside the base material application limits and should not be used for steel deck fastening to the base material being gauged.

Figure 6 – Hilti Deck Fastener Selection Gauge Steel deck installers must layout deck properly and mark frame fastening lines in order to ensure that steel deck panels are connected to the supporting steel frame. Marking frame fastening lines is essential when attaching steel deck to thin base steels (t II < 1 / 4"), including open web steel joists. For all applications, the fasteners should be installed at least 3 / 8" (10 mm) from the edge or toe of the joist top chord or light steel beam flange. Additionally, when installing into a bar joist top chord (angle), the fasteners need to be installed at a distance from the angle, bx ≤ 8 x tII. Reference Figure 7 for edge distance and bx dimensions.

Rolled beam or wide flange shape

Angles or joist top chords bx

t ||

≥ 3 / 8"

t ||

≥ 3 / 8"

bx ≤ 8 t || Figure 7 – Edge Distance Recommendations Extra care must be taken at the endlap and corner lap conditions where multiple layers of steel deck nest or interlock on adjacent panels. It is particularly important that endlap and corner lap conditions of two and four deck layers must be snug and tight against one another and the supporting steel frame in order for the fastening to be made as shown in Figure 8. Tight endlap and corner lap requirements are independent of the fastening type and contribute directly to the performance of arc spot welds, screws, powder-actuated fasteners, punches and crimps / clinches. If the steel deck endlaps and corner laps are not tight, a proper fastening cannot be made.

Figure 8 – Tight Nesting of Steel Deck Sheets



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 3 . 5 . 1. 2 . 4 F a s t e n e r I n s p e c t i o n ( P o s t - F a s t e n e r I n s t a l la t i o n ) Steel deck construction projects may present a challenge

with respect to the quality control of connections between sheet steel and the supporting steel structure. Quality control measures for traditional fastening methods typically consist of visual checks and dimensional or size veri fications, which may or may not confirm a proper fastening. Field verification of the adequacy of powder-actuated mechanical steel deck fastenings can be conducted as described in this section. The use of mechanical fasteners does not imply a need to inspect every fastening point unless speci fied by the Structural Engineer. No guideline standards are published by SDI, AWS, AISC or OSHA for percentages of steel deck connections that must be checked or that can be unsatisfactory. This determination must be made by the Structural Engineer and Authority Having Jurisdiction. Hilti has multiple systems in place that help ensure steel deck fastenings are done correctly the first time. Together with a commitment to field quality control by the steel deck installer, these systems may alleviate the need for postfastener installation inspection. Hilti has over one thousand Account Managers and Field Engineers available for training steel deck installers. This handson training includes the use of the Hilti Powder-Actuated Tools in accordance with ANSI Figure 9 – A10.3 safety requirements, use Hilti Power of the Deck Fastener Selector Adjustment Guide Gauge, proper steel deck layout and end / corner lap nesting as discussed in Section 3.5.1.2.3. Proper fastener, tool and cartridge selection as discussed in Section 3.5.1.3, as well as the use of the Hilti Power Adjustment Guide, shown in Figure 9 and discussed in more detail in Section 3.5.1.3.3, are also key elements of the installer training. Furthermore, the Hilti DX 860-HSN tools come equipped with piston brakes, which virtually eliminate the possibility of ov erdriven fasteners.

There are three main characteristics of proper fastenings that must be considered: 1. Fasteners installed in proper locations. The fasteners

must be installed in the proper steel deck valleys or flutes in accordance with the structural roof and floor deck plans and design, and in the proper location in the base steel (Reference Section 3.5.1.2.3). The fastener point must penetrate into, but not necessarily through, the supporting steel (top chord or flange), depending on the fastener / deck / base steel configuration. 2. Clamping of fastened part to base material.

The fasteners must clamp the steel deck down to the base steel (top chord or flange). There should not be any visible gaps between the steel deck and the base steel or between steel deck laps. 3. Washer placement and condition. In general, the

fastener washer edges must be clamping the steel deck sheet to the base steel. The washers should not curl upwards away from the deck surface and must not be digging or cutting into the steel deck surface. For the X-EDN19 and X-EDNK22 fasteners, the top hat washer must be compressed. For the X-ENP-19 fastener, the piston mark (indentation) should be clearly visible on the fastener washer as shown in Figure 10.

Piston Mark

Figure 10 – X-ENP-19 L15 Piston Mark (indentation) When the inspector is unclear about the compression of the top hat washer or the piston mark, the Hilti Po wer Adjustment Guide may be used to ensure proper fastener nailhead standoff, hNVS. Note that measuring nail head stand-off does not verify proper fastener embedment unless the steel deck and base material are tightly clamped, with the base steel not deformed or bent. The following Figures 11 and 12 provide visual examples of proper and improper steel deck fastenings for Hilti bar joist (X-EDN19 / X-EDNK22) and structural steel (X-ENP-19 L15) fasteners, respectively.



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n

Excessive hNVS

Top Hat not collapsed, not snug against washer and not clamping deck sheet to base steel

Figure 11a. Under Driven X-EDN19 / X-EDNK22 Fastener with Single Sheet to Base Steel

hNVS within acceptable limits

Top Hat properly collapsed, snug against washer and clamping deck sheet to base steel

Figure 11b. Properly Driven X-EDN19/X-EDNK22 Fastener with Single Sheet to Base Steel

Insufficient hNVS

Washers cutting into deck sheet, deforming base steel and deck sheet

Figure 11c. Over Driven X-EDN19 / X-EDNK22 Fastener with Single Sheet to Base Steel




Excessive hNVS

Piston Mark (indentation) not visible on fastener Gap visible between washers Washers not clamping deck sheet to base steel

Figure 12a. Under Driven X-ENP-19 Fastener with Single Sheet to Base Steel.

hNVS within acceptable limits

Piston Mark (indentation) clearly visible on fastener

Washers snug against one another and clamping deck sheet to base steel

Figure 12b. Properly Driven X-ENP-19 Fastener with Single Sheet to Base Steel

Insufficient hNVS

Washers cutting into deck sheet, deforming base steel and deck sheet

Figure 12c. Over Driven X-ENP-19 Fastener with Single Sheet to Base Steel



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 3 F a s t e n e r , To o l & C a r t r i d g e S e l e c t i o n Solutions for Bar Joist (Open Web Joists) Applications (Reference Section 3.5.2)

DX 460-SM

SLC 01 SLC 02 #10 HWH

DX 860-HSN

X-EDN19 THQ12 or X-EDNK22 THQ12

SDT 30

Solutions for Structural Steel Applications (Reference Section 3.5.3)

DX 76

SLC 01 SLC 02 #10 HWH

X-ENP-19 L15 DX 860-ENP-L

SDT 30 96 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 3 . 5 . 1. 3 . 1 F a s t e n e r S e l e c t i o n Table 1 - Bar Joist and Light Structural Steel Frame Fasteners (Reference Section 3.5.2) Base Material1

Fastener Type2

Recommended Installation Tool

X-EDN19 THQ123

Bar Joist and Structural Steel 3 / 16" (5 mm) ≤ tf ≤ 3 / 8" (10 mm)

DX 860-HSN

X-EDNK22 THQ12

Bar Joist 1 / 8" (3 mm) ≤ tf ≤ 1 / 4" (6 mm)

DX 860-HSN

1 Steel base material tensile strength (fu ) shall be in a range of 58 to 91 ksi for base steel thicknesses (t )f less than or equal to 5 / 16". For the X-EDN19 THQ12 fastener in base steel thicknesses (t )f greater than 5 / 16", the tensile strength shall be in a range of 58 to 68 ksi. 2 X-EDN19 and X-EDNK22 fit in all deck types except A-deck. 3 This fastener can be used with structural steel within the thickness ranges shown.

Table 2 - Structural Steel Frame Fasteners (Reference Section 3.5.3) Base Material1

Fastener Type2


X-ENP-19 L15 Structural Steel, hardened structural steel and Heavy Bar Joist t f ≥ 1 / 4" (6 mm)

DX 860-ENP-L

1 Steel base material tensile strength (fu ) shall be in a range of 58 to 91 ksi for all base steel thicknesses (t )f greater than or equal to 1 / 4". 2 X-ENP-19 L15 fasteners fit in all types of deck except A and F.

Table 3 - Deck-To-Deck Sidelap Fasteners (Reference Section 3.5.4)2 Deck Gauges

Fastener Type1


S-SLC 01 M HWH 3

18 to 26

SDT 30

S-SLC O2 MHWH

16 to 22

SDT 30

Hilti #10 HWH Screw

18 to 26

SDT 30

1 For use with all types of nestable deck or screwable interlocking deck. 2 Other sidelap connector types are possible with Hilti’s powder actuated frame fasteners. Please reference the Steel Deck Institute (SDI) Diaphragm Design manual 3rd Edition (DDM03). 3 Use of S-SLC 01 M HWH with 18 gauge steel deck is recommended only for standard tensile strength (45 ≤ fu≤ 65 ksi) steel deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.

Sealing Caps The SDK2 is an SAE 316 stainless steel sealing cap with a neoprene seal. This is installed over the head of the X-ENP-19 fastener using the SDK2 hand setting tool. The SDK2 sealing cap provides added corrosion protection for exposed exterior steel deck applications in accordance with IBC requirements.

SDK2 Setting Tool

SDK2 Sealing Cap

X-ENP-19 L15 hnvs = 8.2 mm- 9.8 mm

Note: It has to be ensured, that the fastened sheet is properly compressed to the base material and no gap remains at fastening point location. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 97


3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 3 . 2 T o o l S e l e c t i o n Bar Joist & Light Structural Steel Frame Tools (Reference Section 3.5.2) DX 860-HSN

The DX 860-HSN stand up decking tool is a fully automatic powderactuated tool designed for attaching steel deck to steel base materials. With a high fastening rate and 40-fastener magazine, the DX 860HSN can significantly help reduce the time it takes to attach deck. Fastenings can be made on very thin support structures without the need for weld washers. Suitable for base steels with a thickness of 1 / 8" to 3 / 8". Fastens X-EDN19 THQ12M and X-EDNK22 THQ12M collated fasteners.

DX 460-SM

The DX 460-SM decking tool is a medium duty powder-actuated tool with adjustable power regulation used for attaching steel deck to steel base materials. This system is best suited for deck with a flute width of 1 / 2" or greater and for base steels with a thickness of 3 / 16" to 3 / 8". Fastens X-EDN19 THQ12 and X-EDNK22 THQ12 collated fasteners.

Structural Steel Frame Tools (Reference Section 3.5.3) DX 860-ENP-L

The DX 860-ENP-L is a fully automatic powder-actuated tool designed for attaching steel deck to structural steel beams. The tool has capacity of 1 strip of 40 cartridges and 4 flexible strips of 10 each X-ENP-19 fasteners in an MXR collated con figuration. The DX 860-ENP-L is ergonomically designed to work in an upright position, and can be loaded without the operator bending over. The system is suitable for deck with a flute width of 3 / 4" or greater and base steels with a thickness of 1 / 4" or greater.

DX 76

The DX 76 decking system is a heavy duty fastening system consisting of semi-automatic, low velocity powder-actuated tool, fasteners and cartridges for attaching steel deck to steel base materials. Special features include cartridge power regulation which allows for high productivity. This system is suitable for deck with a flute width of 3/4” or greater and base steels with a thickness of 1/4” or greater. Use with X-ENP-19 fasteners in s ingle, MX or MXR collated configurations.

Dect-to-Deck Sidelap Fastening Tool (Reference Section 3.5.4) SDT 30

The SDT 30 Stand Up Decking Tool is a steel deck sidelap and frame fastening tool. Combined with the DX 860-HSN or DX 860-ENP-L, these tools deliver a high speed, high productivity system for mechanical attachment of steel deck. The SDT 30 can consistently drive up to 50 Hilti Sidelap Connectors (SLC) in the sidelaps of 16 to 26 gauge nestable decks before reloading. Its comfortable, durable design features an 18 position torque clutch to provide consistent fastening quality. In a competitive market, the SDT 30 represents a major gain in productivity essential to staying on time and on budget.



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 3 . 5 . 1. 3 . 3 C a r t r i d g e a n d P o w e r R e g u l a t i o n S e l e c t i o n When installing powder-actuated deck fasteners, it is important for the installed fasteners to have a nailhead stand-off, hNVS, within the speci fied range. The Hilti Power Adjustment Guide, shown in Figure 13, is a valuable quality assurance aid to the decking foreman. It is primarily intended for power adjustment of the powder-actuated tool. This is done by installing test fastenings into representative base steel and then checking the nailhead stand-off, h NVS, at the beginning of the work to achieve the optimal cartridge and tool power level. This is a critical step in the work because of variations in the structural steel strengths (F y, Fu ) and member thicknesses. By investing time up front and properly correlating the fastening system to actual site materials, most fastening issues can be avoided. During installation, it is also advisable for the foreman to check the work periodically to spot deficiencies before large portions of the deck might be fastened incorrectly. Failure to properly set the tool, fastener and cartridge prior to starting work can decrease fastening quality consistency. Prior to starting work, the installer shall install a test fastening and check the h NVS using the Hilti Power Adjustment Guide. If necessary, the installer shall adjust the power or force that drives the fastener into the base steel. There are two ways to accomplish this power adjustment. One is by use of different cartridge colors and the other is by adjusting the power regulator on the tool itself.

] s e h c n i [ I I t s s e n k c i h t l a i r e t a m e s a B

Cartridge colors available for Hilti Decking Tools are (in order of increasing power): yellow, red and black. All Hilti Decking Tools come equipped with a power adjustment capability. The settings on the power regulation dials range from 1 to 4. Figures 14 and 15 provide the installer with a recommended cartridge color and power setting for Hilti bar joist and structural steel deck fasteners, respectively. These charts are guidelines that the installer can use to start the process of test fastenings discussed above. This also helps ensure the installer will have the proper color cartridges on the project site.

Figure 13 – Hilti Power Adjustment Guide

] s e h c n i [ I I t s s e n k c i h t l a i r e t a m e s a B

X-EDN19

X-EDNK22

Figure 14 – Cartridge and Power Regulation Guidelines for Bar Joist Deck Fasteners installed with a DX 860-HSN 1

X-ENP-19

Figure 15 – Cartridge and Power Regulation Guidelines for Structural Steel Deck Fasteners 1

1 Cartridge recommendations for the X-ENP-19 fastener are acceptable for all current Hilti Decking Tools for attachment to structural steel. Cartridge recommendations for the X-EDN19 and X-EDNK22 fasteners are for the DX 860-HSN. Cartridge recommendations for the DX 460-SM can be found in the tool operator manual. Recommendations are guidelines only and require veri fication on each site. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 99


3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 4 S u b m i t t a l In f o r m a t i o n f o r R o o f D e c k Hilti Account Manager:

Date:

Phone:

DDAATT:

Decking Installer:

Hilti Regional Field Engineer:

Contact Name (Last, First):

Phone:

Installer Trained by Hilti: l Yes

l No, please schedule training

Fax / e-mail:

Engineer of Record:


Phone:

Fax / e-mail:

Project Name:

Project Zip Code:

Total Area:

Deck Manufacturer:

Building Code: □ 2009 IBC □ 2006 IBC □ 2003 IBC □ Other

Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

Submittal Recipient:

□ Decking Installer

□ Account Manager Bar Str. Joist Steel

Zone _______

Support Span (ft) _______

Support Steel

□

□ Other: Design Diaphragm Shear Capacity (plf) ________

□

Subst. Frame: □ X-ENP-19 Subst. Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ X-EDN19 / □ Button Punch □ Proprietary Punch System X-EDNK22 Deck Type Deck Gauge

□ B (1.5") □ BI (1.5") □ N (3") □ Other

□ 24 □ 22 □ 20 □ 18 □ 16

Frame Type □ 1 / 2" PW □ 5 / 8" PW □ 3 / 4" PW

Frame Pattern □ 36 / □ 9 □ 30 / □ 7 □ 24 / □ 5 □ #12 or #14 Screw □ __ / □ 4

□ Other

□ 3 □ __

Sidelap Type

Sidelap Pattern


Support Steel

□

□ B (1.5") □ BI (1.5") □ N (3") □ Other

Zone _______

□ 24 □ 22 □ 20 □ 18 □ 16



□ Other


□ 3 □ __

Support Steel

Sidelap Type

□ B (1.5") □ BI (1.5") □ N (3") □ Other

□ 24 □ 22 □ 20 □ 18 □ 16



□ Other

□ 3 □ __

□ Exposed to Weather

Sidelap Pattern

Base Thickness

□ #10 Screw □ _____# Per Span □ #12 Screw □ _____(in.) On Center □ Button Punch □ _______(in.) Top Seam Weld Length □ Proprietary Punch System □ Other Bar Str. Joist Steel □ □

Sidelap Type

□ < 3 / 16" □ 3 / 16" □ 1 / 4" □ 5 / 16" □ 3 / 8" □ > 3 / 8"

Design Diaphragm Shear Capacity (plf) ________


□ < 3 / 16" □ 3 / 16" □ 1 / 4" □ 5 / 16" □ 3 / 8" □ > 3 / 8"

Design Diaphragm Shear Capacity (plf) ________

□


Base Thickness

□ #10 Screw □ _____# Per Span □ #12 Screw □ _____(in.) On Center □ Button Punch □ _______(in.) Top Seam Weld Length □ Proprietary Punch System □ Other Bar Str. Joist Steel

Zone _______



Sidelap Pattern

□ #10 Screw □ _____# Per Span □ #12 Screw □ _____(in.) On Center □ Button Punch □ _______(in.) Top Seam Weld Length □ Proprietary Punch System □ Other

Base Thickness □ < 3 / 16" □ 3 / 16" □ 1 / 4" □ 5 / 16" □ 3 / 8" □ > 3 / 8"

Notes

Fax or email completed forms to Hilti Technical Support at (918) 459-3004 or [email protected]. 100 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 3 . 5 . 1. 5 S u b m i t t a l In f o r m a t i o n f o r F lo o r D e c k Hilti Account Manager:

Date:

Phone:

DDAATT:

Decking Installer:

Hilti Regional Field Engineer:


Phone:

Installer Trained by Hilti: □ Yes □ No, please schedule training

Fax / e-mail:

Engineer of Record:


Phone:

Fax / e-mail:

Project Name:

Project Zip Code:

Total Area:

Deck Manufacturer:

Building Code: □ 2009 IBC □ 2006 IBC □ 2003 IBC □ Other

Design Reference: □ SDI □ ICC-ES □ CSSBI □ Other

Submittal Recipient:

□ Decking Installer

□ Account Manager Bar Str. Joist Steel

Zone _______


Support Steel

□

□ Other: Design Diaphragm Shear Capacity (plf) ________

□

Subst. Frame: □ X-ENP-19 Subst. Sidelap: □ Hilti SLC □ # 10 Screw □ # 12 Screw □ X-EDN19 / □ Button Punch □ Proprietary Punch System X-EDNK22 Deck Type

Deck Gauge

□ B (1.5") □ BΙ (1.5") □ N (3") □ 2" x 12" □ 3" x 12" □ 9 / 16" □ Other

□ 28 □ 26 □ 24 □ 22 □ 20 □ 18 □ 16

Frame Type

Frame Pattern □ 36 / □ 9 □ 30 / □ 7 □ 24 / □ 5 □ __ / □ 4

□ 1 / 2" PW □ 5 / 8" PW □ 3 / 4" PW □ #12 or #14 Screw □ Other

□ 3 □ __

□ Normal Weight Concrete . . □ 3000 psi □ Lightweight Concrete. . . . . □ 3500 psi □ 4000 psi

Sidelap Type

Sidelap Pattern

□ #10 Screw □ _____ # Per Span □ #12 Screw □ _____ (in.) on Center □ Button Punch □ ____ (in.) Top Seam Weld Length □ Other

Base Thickness

□ < 3 / 16" □ 3 / 16" □ 1 / 4" □ 5 / 16" □ 3 / 8" □ > 3 / 8"

_________(Inches) Concrete Depth Above Top of Flute

□ Insulating Concrete . . . . . . □ 130 psi □

Perform Calculations based on Shear Studs Present in Design Deck fastened at a 36 / 4 pattern with standing seam sidelaps fastened by button punches @ 36" O.C. maximum. Refer to ICC-ES ESR-2197, Tables 16-20, for more details. Minimum Concrete Shear Reinforcement

□ .00075 b w s2

Minimum Average Spacing of Shear Studs

□ 12"

Minimum Welded Wire Fabric for Tabulated Shear Values

□ 6 x 6 – W 1.4 x W 1.4 □ 6 x 6 – W 2.0 x W 2.0 □ 6 x 6 – W 2.9 x W 2.9 □ 6 x 6 – W 4.0 x W 4.0 □ 4 x 4 – W 4.0 x W 4.0 □ 6 x 6 – W 7.5 x W 7.5 □ 6 x 6 – W 8.3 x W 8.3

□ 18"

□ .00025 bw s2 □ 24"

□ 30"

□ 36"

Notes

Fax or email completed forms to Hilti Technical Support at (918) 459-3004 or [email protected].



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 6 F a s t e n e r Q u a n t i t y E s t i m a t i o n Table 4- Frame Fasteners per Square of Roof1,2,3 Fastener Pattern

Fastener spacing

4.0

36 / 11 36 / 9 36 / 7 36 / 5 36 / 4 36 / 3 30 / 6 30 / 4 30 / 3 24 / 5 24 / 3 24 / 4

6" 6" 6" 6-12-12-6 12" 18" 6" 6-18-6 12-18 6" 6" 8"

78 61 53 37 29 21 53 34 24 53 29 41

Sidelap Fastener Estimation

4.5

Support Spacing, ft 5.0 5.5 6.0 6.5

7.0

8.0

69 56 48 33 26 19 48 30 22 48 26 37

63 50 43 30 22 17 43 28 20 43 22 34

46 36 32 23 18 13 32 21 15 32 18 25

40 33 28 20 16 12 28 19 14 28 16 22

59 45 39 28 22 16 39 26 19 39 22 31

53 43 37 26 21 15 37 24 17 37 21 29

50 39 34 24 19 14 34 22 16 34 19 27

1 Hilti Profis DF Diaphragm software also estimates fastener quantities. 2 Estimated quantities are for one square of decking. A square of roof decking is an area of 100 ft2. No provision is made for waste. Perimeter fastening spacing is based on 12" on-center assumption. 3 For interlocking sidelaps, add 15% to quantities in table.

3 . 5 . 1. 7 C o m m o n S t e e l D e c k D i m e n s i o n s

To estimate the number of sidelap screws on a steel roof or floor deck project, multiply the total deck area in square feet times the number of required stitch screws per span and then divide by the sheet width times the joist spacing (both in feet). A 5% contingency is also recommended for waste and loss. Example:

Total area: . . . . . . . . 50,000 square feet Sheet width: . . . . . . . 36" = 3 ft Joist spacing:. . . . . . 5 ft No. of sidelap fasteners per span: 5 # of screws needed = 50,000 ft2 x 5 x 1.05 = 17,500 3 ft x 5 ft

Table 5- Common Steel Deck Types and Dimensions1,3 Deck Type

Common Thickness

Table 6- Steel Deck Gauge (GA) Inch and Millimeter Equivalent2,3

Standard Dimensions " 5 . 1

6" 2.5"

B

16-24 GA 1.75"

36"

6"

BI

2.5" 3.5"

1.75"

" 5 . 1

16-24 GA 36"

Gauge (GA)

Nominal Sheet Steel Thickness, t in. (mm)

16

0.0598 (1.52)

18

0.0474 (1.21)

20

0.0358 (0.91)

22

0.0295 (0.76)

24

0.0239 (0.61)

26

0.0179 (0.45)

28

0.0149 (0.38)

8" 2.75"

N

" 3

16-22 GA 1.75"

" 5 7 . 0

24"

6"

" 5 . 1

1.75"

F

18-22 GA 0.5" 36"

12"

Composite Deck

" 1

" 5 7 . 0

3"

7.25"

1 Dimensions shown are typical. However, the Structural Engineer should always consult with the steel deck manufacturer on the dimensions for the specific product as they can vary depending on the manufacturer. 2 Deck gauge inch equivalents taken from SDI Diaphragm Design Manual. Millimeter equivalents taken from CSSBI Design of Steel Deck Diaphragms. 3 Calculations to produce diaphragm shear tables with the deck profiles and gauges shown are possible with Hilti Pro fis DF Diaphragm software.

16-22 GA 4.75"

36" " 6 1 / 9

Form Deck

24-28 GA

1.5"

2.5"

1" 30"



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 3 . 5 . 1. 8

D ia p h r a g m S h e a r a n d S t if f n e s s C a lc u la t i o n s

Background: An extensive independent laboratory test

For other steel deck diaphragm conditions (e.g. deck profile,

program was conducted investigating the performance of

deck gauge, concrete-filled, etc.) not represented in the

steel deck diaphragms attached with Hilti fasteners. The

tables found in this section, use Hilti Profis DF Diaphragm

program test scope consisted of full scale diaphragm system

software or reference ICC-ES ESR-2197.

tests conducted in accordance with ICC-ES AC43, as well as comparative small element lap-joint shear tests conducted in accordance with AISI TS-5 (S905) Test Methods for Mechanically Fastened Cold-Formed Steel Connections. The resulting full scale and small element test data was analyzed and predictive equations were developed for the steel deck

Allowable loads to resist uplift forces are provided in the individual sections for each frame fastener. Reference SDI DDM03 Section 4.10 for combined tension uplift and diaphragm shear interaction. Steel Deck Diaphragm Strength Design Equations:

diaphragm system strength and stiffness using specific combinations of Hilti fasteners.

S ne =

Pn 

= (2 x α1 + 2 x α 2 + n e ) x

For simplicity and familiarity, the Steel Deck Institute (SDI) Diaphragm Design Manual, 3rd Edition (DDM03) method

S ni = {2 x A x ( λ - 1) + B} x

Qf 

Qf 

, plf

(Eq. 2.2-2)

, plf

(Eq. 2.2-4)

equations are used as the basis for determining the steel deck diaphragm strength and stiffness. Specific Hilti fastener strength and stiffness values and test data correlation adjustment factors were developed to provide 95% or greater accuracy with test results per ICC-ES AC43 requirements. The resulting design information is documented in this section and in ICC-ES ESR-2776 (Hilti SLC) and ESR-2197 (Hilti #10 HWH Screw). Design: Design equations for calculating steel deck

S nc = Q f x

numbers in parenthesis correspond to the equation numbers provided in the SDI DDM03. The design equation variables needed for common steel deck diaphragm applications are found in Tables 7 through 9. The conversion factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD) provided in Table 11 shall be applied to the values determined from the design equations in order to produce the final Allowable Diaphragm Shear, S ASD or Factored Resistance Diaphragm Shear, S LRFD or SLSD, respectively. The calculated S ASD, SLRFD or SLSD Diaphragm Shear values do not take into account steel deck buckling and must be checked against the appropriate buckling diaphragm shear value, Sbuckling , found in Table 12. Reference Sections 3.5.2 and 3.5.3 for pre-calculated diaphragm shear and stiffness tables for the X-EDN19/X-EDNK22 and X-ENP-19 fasteners, respectively.

, plf

(Eq. 2.2-5)

S = c x Sn , plf

with: B = ns x α s +

λ = 1-

or X-ENP-19 L15 powder-actuated frame fasteners and Hilti Sidelap Connectors (SLC) are provided. The equation

 2 x N 2 + B 2

Sn = least of Sne, Sni, and Snc, plf

diaphragm strength (S) and stiffness (G') or Flexibility Factor (F) with Hilti X-EDNK22 THQ12, X-EDN19 THQ12

N 2 x B 2

1 w2

x [ 2 x 2 x  ( xp2 ) + 4  ( xe2 ) ]

1.5 x  v ≥ 0.7 240 x t

α s =

Qs Qf

where: t = nominal steel deck thickness, in. (Reference Table 6) w = deck width = 36 in.

N = number of fasteners per unit length across the width, ft -1 x e = x p = distance from panel centerline to any fastener in a

panel at the end (x e ) or purlin (xp ) supports S = nominal diaphragm shear strength, plf  v =

span, ft

 =

panel length = 3 x

 v,

ft

ne = ns = 3 x  v x 12 ÷ (sidelap connector spacing in inches)

c = correlation factor for diaphragm system effect Reference Tables 7 and 8 for description and values of other variables for common conditions.

The design equations and load values in this Product Technical Guide Supplement are for 36" wide, 1-1/2" deep wide rib steel deck panels (B-Deck or BI-Deck types) and are limited to the fastener patterns shown in Figure 16 and sidelap connector spacings greater than 3" and in accordance with Table 10. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 103


3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n Steel Deck Diaphragm Stiffness and Flexibility Factor

With:

Design Equations: G' =

C = 29,500 x

E x t

3.78 + 0.9 x Dn + C , kips/in.

(Eq. 3.3-3) Dn =

1000 F = , micro-inches/lb G'

1

(

t

x Sf x

w

α1 + α 2 + ns x

Sf

D 

Ss

)

x  x 12 (Eq. 3.3-1) (Eq. 3.3-2)

x 12

Reference Tables 7 and 9 for description and values of other variables for common conditions.

E = modulus of elasticity for steel = 29,500 ksi

Table 7 – Diaphragm Strength (S) and Stiffness Factor (G') Equation Variable Values Deck Type

Fastener Pattern

1-1/2" Wide RibBDeck or BIDeck

36 / 11 36 / 9 36 / 7 36 / 5 36 / 4 36 / 3

α1 – end destribution Factor

α2 – purlin destribution Factor

3.667 3.000 2.000 1.667 1.333 1.000

3.667 3.000 2.000 1.667 1.333 1.000

xe2,

xp2,

in.2

in.2

1944 1656 1008 936 720 648

1944 1656 1008 936 720 648

D-Warping Constant, in.

A

N, ft-1

22 GA

20 GA

18 GA

16 GA

2 2 1 1 1 1

3.000 2.333 2.000 1.333 1.000 0.667

1548 1548 1548 9096 12864 26508

1164 1164 1164 6804 9624 19824

756 756 756 4464 6312 13008

540 540 540 3144 4452 9180

Table 8 – Diaphragm Strength (S) Equation Variable Values Deck Gauge (inches) Configuration

22 (0.0295)

Min. Deck Frame Fastener Deck Sidelap Tensile (Yield) Base Material Type Connector1,2 Strength, ksi Thickness, in.

1357

Hilti SLC

1590

Hilti SLC

1590

Hilti SLC

1597

Hilti SLC

1357

Hilti SLC

1941

Hilti SLC

1941

X-ENP-19 tf ≥ 1 / 4

Hilti SLC

1964

X-EDNK22 1 / 8 ≤ tf < 3 / 16

Hilti SLC

1357

X-EDNK22 3 / 16 ≤ tf ≤ 1 / 4

Hilti SLC

1516

X-EDN19 3 / 16 ≤ tf ≤ 3 / 8 X-EDNK22 or X-EDN19 1 / 8 ≤ tf ≤ 3 / 8 X-ENP-19 tf ≥ 1 / 4

Hilti SLC

1516

X-EDNK22 1 / 8 ≤ tf < 3 / 16 92 (80)

B or BI

X-EDN19 3 / 16 ≤ tf ≤ 3 / 8 X-ENP-19 tf ≥ 1 / 4

B

BI

X-EDNK22 3 / 16 ≤ tf ≤ 1 / 4

45 (33)

45 to 92 (33 to 80)

X-EDNK22 3 / 16 ≤ tf ≤ 1 / 4 X-EDN19 3 / 16 ≤ tf ≤ 3 / 8

Hilti #10 HWH Screw Hilti #10 HWH Screw

Qs, lb

Correlation Factor, c

Hilti SLC

X-EDNK22 1 / 8 ≤ tf < 3 / 16 45 (33)

Q f, lb

20 (0.0358) Q f, lb

844

1824

844

2107

844

2107

844

2112

844

1824

954

2208

954

2208

954

2165

1.121

1260 1.102

1.257

1260 1.204

1.155

1260 1.172

1.052

1341 1.054

1.052

1341 1.054

1.197

1341 1.166

1712

1.155

1111 1.172

882

1712

1.284

1111 1.233

882

1712

1.284

1111 1.233

633

1795

1.000

769

1933

769 1.000

Qs, lb


16 (0.0598)3 Q f, lb

Qs, lb


1865 1701 1.203 2663 1701 1.066 2663 1701 1.066 2764 1701 1.106 1865 1701 1.203 2698 1859 1.058 2698 1859 1.058 3022 1859 1.108 1865 1591 1.203 2450 1591 1.140 2450 1591 1.140 2348 1018

– 3035 2024 1.028 3035 2024 1.028 3079 2024 1.000 – – – 3095 2343 1.062 3095 2343 1.062 3577 2343 1.046 – – – 2553 2051 1.040 2553 2051 1.040 2924 1284

1.000

1.000

2529 1018 1.000

3149 1284 1.000

1.000 633

1.000

1260 1.102

1.121

1603

1260 1.172

844

Q f, lb


1.155

1489

Qs, lb

18 (0.0474)

–

–

1 Sidelap connector spacing must meet the requirements of Table 10. 2 Reference Table 3 and Section 3.5.4 for more information on the proper selection of Hilti Sidelap Connectors (SLC). 3 For 16 gauge deck, tabulated Qf, Qs and c values for X-EDNK22 and X-EDN19 and Hilti SLC fasteners valid only for spans greater than 7'-6". For spans less than 7'-6", use Qf = 2924 lb, Q s = 1452 lb and c=1.000.



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 Table 9 – Diaphragm Stiffness (G') and Flexibility Factor (F) Equation Variable Values Deck Gauge (inches) Configuration

Deck Type

B or BI

Min. Deck Tensile (Yield) Strength, ksi

45 to 92 (33 to 80)

Frame Fastener

Sidelap Connector1

X-EDNK22 or X-EDN19

Hilti SLC or Hilti #10 HWH Screw

X-ENP-19

Hilti SLC or Hilti #10 HWH Screw

22 (0.0295)

20 (0.0358)

18 (0.0474)

16 (0.0598)3

S f, in. / kip

S f, in. / kip

S f, in. / kip

S f, in. / kip

Ss, in. / kip

Ss, in. / kip

Ss, in. / kip

Ss, in. / kip

0.0073 0.0175 0.0044 0.0175

0.0066 0.0159 0.0040 0.0159

0.0057 0.0138 0.0034 0.0138

0.0051 0.0123 0.0030 0.0123

1 Reference Table 3 and Section 3.5.4 for more information on the proper selection of Hilti Sidelap Connectors (SLC).

Table 10 – Minimum Recommended Sidelap Connector Spacing (Inches Center-to-Center) for B-Deck or BI-Deck Type with Tensile Strength (fu) Ranging from 45 to 92 ksi Frame Fastener Deck Base Material Gauge Thickness, in.

Frame Fastener Pattern 36 / 3 SLC1 #10

36 / 4 SLC1 #10

36 / 5 SLC1 #10

36 / 7 SLC1 #10

36 / 9 SLC1 #10

36 / 11 SLC1 #10

≥ 12

≥ 6

≥ 12

≥ 6

≥ 6

≥ 3

≥ 6

≥ 3

≥ 6

≥ 3

– ≥ 6 ≥ 12 ≥ 18 – ≥ 6 ≥ 12 ≥ 18 –

– ≥ 3 ≥ 3 ≥ 6 – ≥ 3 ≥ 3 ≥ 6 –

– ≥ 6 ≥ 12 ≥ 18 – ≥ 6 ≥ 12 ≥ 18 –

– ≥ 3 ≥ 3 ≥ 6 – ≥ 3 ≥ 3 ≥ 6 –

– ≥ 3 ≥ 6 ≥ 12 ≥ 18 ≥ 3 ≥ 6 ≥ 12 ≥ 18

– ≥ 3 ≥ 3 ≥ 6 ≥ 12 ≥ 3 ≥ 3 ≥ 6 ≥ 12

– ≥ 3 ≥ 6 ≥ 12 ≥ 18 ≥ 3 ≥ 6 ≥ 12 ≥ 18

– ≥ 3 ≥ 3 ≥ 6 ≥ 12 ≥ 3 ≥ 3 ≥ 6 ≥ 12

– ≥ 3 ≥ 6 ≥ 12 ≥ 12 ≥ 3 ≥ 6 ≥ 12 ≥ 12

– ≥ 3 ≥ 3 ≥ 6 ≥ 12 ≥ 3 ≥ 3 ≥ 6 ≥ 12

≥ 6

≥ 3

≥ 6

≥ 3

≥ 3

≥ 3

≥ 3

≥ 3

≥ 3

≥ 3

22

X-EDNK22 1 / 8 ≤ tf < 3 / 16

20 18

–

–

16 22

X-EDNK22 3 / 16 ≤ tf ≤ 1 / 4

≥ 12

≥ 3

–

–

≥ 12

≥ 3

–

–

≥ 6

≥ 3

20 18 16 22

X-EDN19 3 / 16 ≤ tf ≤ 3 / 8

20 18 16 22

X-ENP-19 tf ≥ 1 / 4

20 18 16

1 Hilti SLC spacings less than those tabulated may be used. The tabulated spacing should be used in the calculation of diaphragm shear strength when using the Qf, Qs and c values from Table 8. Alternatively, only when the SLC spacings are less than those tabulated, the Qf, Qs and c values found in Table 8 can be replaced by the following values. X-EDNK22 THQ12 or X-EDN19 THQ12 – All deck types, strengths and base steel thicknesses listed in Table 8 22 Gauge (0.0295 in.)- Qf = 1489 lb, Qs = 716 lb, c = 1.000 20 Gauge (0.0358 in.)- Qf = 1795 lb, Qs = 869 lb, c = 1.000 18 Gauge (0.0474 in.)- Qf = 2348 lb, Qs = 1151 lb, c = 1.000 X-ENP-19 L15 – All deck types, strengths and base steel thicknesses listed in Table 8 22 Gauge (0.0295 in.)- Qf = 1603 lb, Qs = 716 lb, c = 1.000 20 Gauge (0.0358 in.)- Qf = 1933 lb, Qs = 869 lb, c = 1.000 18 Gauge (0.0474 in.)- Qf = 2529 lb, Qs = 1151 lb, c = 1.000



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n Table 11 – Conversion Factors for Allowable Stress Design (ASD), Load Resistance Factor Design (LRFD) and Limit States Design (LSD) Design Method

Multiply Calculated Diaphragm Shear Strength By 1,2

For

Diaphragms mechanically connected to the structure s ubjected to earthquake loads or load combinations which include earthquake loads Diaphragms mechanically connected to the structure subjected to wind loads or load combinations which include wind loads Diaphragms mechanically connected to the structure subject to all other load combinations Diaphragms mechanically connected to the structure s ubjected to earthquake loads or load combinations which include earthquake loads Diaphragms mechanically connected to the structure s ubjected to wind loads or load combinations which include wind loads Diaphragms mechanically connected to the structure subject to all other load combinations Diaphragms mechanically connected to the structure s ubjected to earthquake loads or load combinations which include earthquake loads Diaphragms mechanically connected to the structure subjected to wind loads or load combinations which include wind loads Diaphragms mechanically connected to the structure subject to all other load combinations

ASD

LRFD

LSD

0.400 0.426 0.400 0.650 0.700 0.650 0.600 0.650 0.600

1 Conversion factors determined from Table D5, North American Specification for the Design of Cold-Formed Steel Structural Members, 2007 Edition. 2 Diaphragm capacities should be limited to the respective ASD, LRFD and LSD buckling diaphragm shear capacities found in Table 12.

Table 12- ASD and LRFD Diaphragm Shears (plf) and LSD Diaphragm Shears (N / mm) for Buckling, Sbuckling 1,2 Steel Deck Type

Deck Gauge

Moment of Inertia,  mm4 / mm

Standard 1-1 / 2Inch Deep Flutes, 6-Inches Center to-Center

22 20 18 16

0.152 0.198 0.284 0.355

Span, 3'-0"

4'-0"

5'-0"

6'-0"

v

(ft-in.)

7'-0"

8'-0"

9'-0"

10'-0"

11'-0"

12'-0"

1551 2020 2898 3622

1188 1547 2219 2773

938 1222 1753 2191

760 990 1420 1775

628 818 1174 1467

528 688 986 1233

ASD (PLF)

8444 11000 15778 19720

4750 6188 8875 11094

3040 3960 5680 7100

2111 2750 3944 4931

LRFD (PLF) 22

0.152

13511

7600

4864

3378

2482

1900

1501

1216

1005

844

20

0.198

17600

9900

6336

4400

3233

2475

1956

1584

1309

1100

18

0.284

25244

14200

9088

6311

4637

3550

2805

2272

1878

1578

16

0.355

31556

17750

11360

7889

5796

4438

3506

2840

2347

1972

Steel Deck Type

Deck Gauge

Moment of Inertia,  mm4 / mm

900

1200


22 20 18 16

208 270 388 485

192.6 250.0 359.3 449.1

108.3 140.6 202.1 252.6


Span, 1500

1800

v

(mm)

2100

2400

2700

3000

3300

3600

35.4 45.9 66.0 82.5

27.1 35.2 50.5 63.2

21.4 27.8 39.9 49.9

17.3 22.5 32.3 40.4

14.3 18.6 26.7 33.4

12.0 15.6 22.5 28.1

LSD (N / mm)

69.3 90.0 129.3 161.7

48.1 62.5 89.8 112.3

1 Load values based upon a safety factor ( Ω ) of 2.00 for ASD, a phi factor ( Φ ) of 0.80 for LRFD or a phi factor ( Φ ) of 0.75 for LSD. 2 Diaphragm shears in this table are for steel deck buckling failure mode only and are to be used as prescribed in Section 3.5.1.8. If design condition is not tabulated, diaphragm shears for buckling may be calculated using the following equations: For ASD, Sbuckling = (  x 106 / (  v )2 ) / 2.0 , plf For LRFD, Sbuckling = (  x 106 / ( v )2 ) x 0.8 , plf For LSD, Sbuckling = (  x 106 / ( v )2 ) x 0.75 , N / mm




Pattern 36 / 3

Pattern 36 / 4

Pattern 36 / 5

Pattern 36 / 7

Pattern 36 / 9

Pattern 36 / 11

Note 1: Nestable B-Deck shown. Interlocking BI-Deck with screwable sidelap is also covered by the equations discussed in Section 3.5.1.8. Note 2: Bar joist shown. Connection to structural steel members also covered by the equations discussed in Section 3.5.1.8.

Figure 16- Common Frame Fastener Patterns

Refer to Note

2" min.

Hilti Fastener

Note: Some patterns may require two fasteners in one flute. Fasteners may be installed on either side of the structural steel beam or bar joist.

17a. Powder-Actuated Fastener attachment of steel deck to frame

17c. Sidelap Connector with B-Deck

17b. Steel Deck Endlap Condition

17d. Sidelap Connector with screwable BI-Deck

Figure 17- Typical Frame, Endlap and Sidelap Connections



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n Ex a m p le P r o b le m Design Parameters:

Design Problem:

Load Type: Wind Design Method: ASD Span: 6'-0" Deck: 20 GA. 1-1 / 2" B-Deck (fu ≥ 45 ksi) Base Steel: Bar Joist with 1 / 4" Top Chord Frame Fastener Pattern: 36 / 7 Sidelap Fastener Spacing: 12" O.C. Frame Fastener: X-EDN19 THQ12 Sidelap Fastener: Hilti SLC

Determine Allowable Diaphragm Shear Strength (S ASD ) and Stiffness (G') for the given steel deck diaphragm.

Hilti SLC

6" 36"

1-1/2"

X-EDN19 THQ12

Calculation Steps Step 1: Calculate Nominal Diaphragm Shear Strength Limited by Edge Fasteners:

This calculation is not required when the number of edge connectors (n e ) equals the number of sidelap fasteners (ns ). In these cases, Sne does not limit diaphragm shear strength.

SDI DDM03 Ref.

HNA Technical Guide

Eq. 2.2-2

Sec. 3.5.1.8

Eq. 2.2.3

Sec. 3.5.1.8 and Tables 7&8

Eq. 2.2-5


Step 2: Calculate Nominal Diaphragm Shear Strength Limited by Interior Panel Fasteners:

S ni = {2 x A x ( λ- 1) + B} x with: λ = 1-

1.5 x  v 240 x

B = ns x α s + where: ns = ne = α s =

1 w2

= {2 x 1 x (0.802 - 1) + 16.99} x



1.5 x 6

= 1t

Qf

2107 = 1,942 plf 18

= 0.802 ≥ 0.7

240 x 0.0358

x [ 2 x 2 x  ( xp2 ) + 4  ( xe2 ) ] = 18 x 0.598 +

3 x  v x 12

=

Sidelap Spacing

3 x 6 x 12

[2 x 2 x 1008 + 4 x 1008]

= 16.99

362

= 18

12

Qs 1260 = = 0.598 Q f 2107

Step 3: Calculate Nominal Diaphragm Shear Strength Limited by Corner Fasteners:

S nc = Q f x

N 2 x B 2 = 2107 x  2 x N 2 + B 2

2.00 2 x 16.99 2 = 1,798 plf 182 x 2.00 2 + 16.992

Step 4: Apply Correlation Factor, c, to determine Correlated Nominal Diaphragm Shear Strength

Sec. 3.5.1.8 and Table 8

S = c x S n = 1.102 x 1,798 = 1,981 plf where: Sn = least of S ne, Sni and Snc = Snc = 1,798 plf Step 5: Apply Appropriate Conversion Factor to Determine Allowable Diaphragm Strength

S ASD (wind) = S x Conversion Factor = 1,981 x 0.426 = 844 plf Step 6: Check to See if Steel Deck Buckling Controls

Sbuckling (ASD) = 2750 plf > S ASD (wind) therefore, S ASD (wind) =

844 plf

Sec. 2.4

Table 11

Table 12



S t e e l D e c k F a s t e n e r D e s i g n & S e l e c t io n 3 . 5 . 1 Calculation Steps

SDI DDM03 Ref.

HNA Technical Guide

Eq. 3.3-3


Step 7: Calculate Diaphragm Stiffness:

Ext 29,500 x 0.0358 = = 86 kips/in. 3.78 + 0.9 x D n + C 3.78 + 0.9 x 5.39 + 3.65

G' = F=

1000 G'

=

1000 85.99

= 11.6 micro-inches/lb

where: Dn =

C

C



D 1164 = = 5.39 x 12 18 x 12

t x Sf = Ex x w

= 29,500 x

(

1

α1 + α 2 + ns x

0.0358 x 0.0066 x 36

Sf Ss

(

)

x  x 12 1

0.0066 2 + 2 + 18 x 0.0159

)

x 18 x 12 = 3.65

Note: Hilti’s Pro fis DF Diaphragm software provides f ull calculations for diaphragm shear and stiffness w hen desired.

Hilti is a leading manufacturer of direct fastening systems for steel and metal applications. As a member of the Steel Deck Institute (SDI), Hilti participates in and supports steel deck industry research at leading universities and test labs. Recent research projects with Hilti direct fastening systems have included inelastic seismic deck diaphragms and deep deck / cellular deck diaphragms.

Diaphragm data is calculated in accordance with SDI Diaphragm Design equations using speci fic Hilti fastener strength and stiffness values with data correlation adjustment factors in accordance with ICC-ES AC43 requirements.

Independent tests are the best guide to product performance and reliability, a philosophy to which Hilti and the SDI subscribe. The support for ongoing research programs is indicated by the number and scope of tests already performed and by the policy of sponsoring new tests when new products or applications are introduced. Hilti provides direct fastening system performance data, ICC-ES Evaluation Service Reports, design software, fire ratings and load test results for Hilti direct fastening systems used in steel deck applications.



3 .5 .1 S t e e l D e c k F a s t e n e r D e s ig n & S e le c t io n 3 . 5 . 1. 9

H o w t o U s e D ia p h r a g m S h e a r Ta b l e s

General: The following Product Technical Guide Sections

Traditional Diaphragm Shear Tables: Sections 3.5.2 and

3.5.2 to 3.5.5 provide Hilti fastener product technical data sheets and pre-calculated diaphragm shear and stiffness tables using the design equations provided in Section 3.5.1.8. Pre-calculated diaphragm shear and stiffness tables are provided in two formats.

3.5.3 provide tables in a format similar to those published in the SDI DDM03, CSSBI and most steel deck manufacturers' catalogs. As shown in Figure 18, these diaphragm shear tables are generally created with span across the heading and sidelap spacing along the left margin or column. Along with other design variables such as deck gauge and fastener pattern, the tables are populated with the corresponding diaphragm shear and stiffness values.

Tables in Sections 3.5.2 and 3.5.3 are in a traditional design format with diaphragm shear and stiffness values within the table. Tables in Section 3.5.5 are in a Hilti alternative format with cost optimized Hilti frame fastener patterns, Hilti sidelap connector (SLC) spacings and deck gauge for a given diaphragm shear load demand. This alternative format provides a means for quick reference in order to determine cost optimized equivalent fastening solutions based on diaphragm shear load only.

The Structural Engineer searches through the various combinations until a diaphragm shear and stiffness factor is found that meet the design requirements. Optimized Diaphragm Shear Tables: Section 3.5.5 provides

tables in an alternative format that helps a Structural Engineer to quickly select a cost optimized Hilti frame fastener pattern, Hilti sidelap connector (SLC) spacing and deck gauge combination to satisfy the diaphragm shear load requirement found in the left column of the table (Reference Figure 19). These tables are based on diaphragm shear capacity only, diaphragm stiffness must be veri fied separately.

In all cases, diaphragm shear values determined using either table format are consistent. These tables do not take into account other design factors, such as gravity or wind uplift loads. These requirements should be checked separately by the Structural Engineer.

Span (ft - in.)

Sidelap Gage

Spacing Hilti SLC

Factor

5'-0"

6'-0"

24" o.c. 18" o.c. 12" o.c. 6" o.c. 36" o.c. "

7'-0"

8'-0"

9'-0"

10'-0"

Fasteners Per Sheet To Support

5,6

36" o.c.

22

4'-0" 9

7

9

7

9

7

9

9

7

S ASD

715

499

612

431

529

378

467

341

7

421

9

313

7

388

292

363

9

277

7 56.5

G'

51.9

48.5

56.4

52.0

59.2

54.1

60.9

55.4

62.1

56.2

62.5

56.5

62.9

S ASD

765

554

666

489

596

444

534

408

488

380

455

360

430

344

G'

52.9

50.2

58.1

54.5

61.6

57.5

64.1

59.6

65.8

61.0

67.1

62.1

68.0

62.9

S ASD

813

607

719

545

651

501

601

469

555

445

522

426

497

410

G'

53.8

51.5

59.5

56.5

63.7

60.2

66.7

62.9

69.0

64.9

70.9

66.7

71.9

68.0

S ASD

903

706

817

649

755

610

708

580

672

558

643

540

620

526

G'

55.2

53.5

61.7

59.6

66.7

64.3

70.7

68.1

74.1

70.9

76.3

73.5

78.7

75.8

S ASD

1123

941

1060

902

1014

874

980

853

952

837

931

824

760

760

G'

57.9

57.0

65.8

64.8

72.3

71.2

77.7

76.5

82.6

81.3

86.2

84.7

90.1

88.5

S ASD

948

668

815

581

715

517

635

468

575

432

528

403

495

383

G'

71.9

66.1

75.9

68.9

77.9

70.1

78.7

70.4

78.8

70.3

78.7

69.9

78.1

69.4

S ASD

1021

749

894

665

804

607

734

564

673

530

627

502

593

481

Figure 18- Excerpt of Traditional Diaphragm Shear and Stiffness Factor Table

Span = 4'-0'' Allowable Diaphragm Design Strength, plf* S ASD (seismic)

S ASD (wind)

272 291 311 333 356 381 408

289 309 331 354 379 406 434

Recommended Hilti Powder-Actuated Frame Fastener Pattern - Sidelap Spacing Hilti SLC (in. o.c.)* X-ENP-19 with tf ≥ 1/4"

X-EDN19* with 3/16" ≤ tf ≤ 3/8"

X-EDNK22 with 1/8" ≤ tf < 3/16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36/3 -48

36/3 -48

36/3 -48

36/3 -48

36/3 -48

36/4 -48

36/4 -48

36/4 -48

36/4 -48

36/4 -48

36/3 -48

36/3 -48

36/3 -48

36/3 -48

36/3 -30

36/4 -48

36/4 -48

36/4 -48

36/4 -48

36/4 -48

36/3 -42

36/3 -48

36/3 -48

36/3 -48

36/3 -24

36/4 -48

36/4 -48

36/4 -36

36/4 -48

36/4 -48

36/3 -30

36/3 -48

36/3 -48

36/3 -48

36/3 -18

36/4 -48

36/4 -48

36/4 -24

36/4 -48

36/4 -48

36/3 -24

36/3 -48

36/3 -48

36/3 -48

36/4 -30

36/4 -48

36/4 -48

36/4 -20

36/4 -48

36/4 -48

36/3 -18

36/3 -48

36/3 -48

36/3 -48

36/4 -24

36/4 -48

36/4 -48

36/4 -18

36/4 -48

36/4 -48

36/3 -14

36/3 -42

36/3 -48

36/3 -48

36/4 -18

36/4 -48

36/4 -48

36/4 -14

36/4 -48

36/4 -48

Figure 19- Excerpt of Optimized Diaphragm Shear Table



D e c k F a s t e n e r s f o r At t a c h m e n t t o B a r J o is t 3 .5 .2 3 .5 .2 .1 P r o d u c t D e s c r ip t i o n

3.5.2.1

Product Description

The Hilti bar joist deck fastening system consists of powder-actuated tools which are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK22 THQ12, which are available in a collated version.

3.5.2.2


3.5.2.3

Technical Data

3.5.2.4


For many bar joist decking projects, the tool of choice will be the DX 860 HSN tool. This self-contained stand up decking tool is powered by 0.27 caliber short cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-EDN19 THQ12M or X-EDNK22 THQ12M fasteners into almost any type of steel deck pro file

and base steel thicknesses of 1 / 8" to 3 / 8". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-HSN tool, along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Additionally, this tool offers punch through resistance in cases where the base material is inadvertently missed.

X-EDN19 THQ12M

Other tools include the hand held DX 460-SM, a semi-automatic magazine tool for use on smaller jobs or in tandem with the DX 860-HSN.

3 .5 .2 .2 M a t e r i a l S p e c i fi c a t i o n s

X-EDNK22 THQ12M

Approvals / Listings

Fastener Designation

Fastener Material

Fastener Plating

Nominal Fastener Hardness

X-EDN 19 THQ12 X-EDNK22 THQ 12


5 μm Zinc 5 μm Zinc1

55 HRC 55 HRC

1


ESR-2776, ESR-2197, ESR-2199, ESR-1116, ESR-1735P, ESR-1414 COLA (City of Los Angeles)

RR 25877, RR 25296


FM (Factory Mutual)

3 .5 .2 .3 T e c h n ic a l D a t a

For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies.

Allowable Pullout Loads for Attachments to Steel Base Material lb (kN)1, 2, 3,4 Base Material Thickness (in.)

Fastener

X-EDN19 THQ12 X-EDNK22 THQ12 1 2 3 4

1 / 8

– 435 (1.95)

3 / 16 340 (1.52) 520 (2.33)

1 / 4 440 (1.97) 520 (2.33)

3 / 8 540 (2.42)

–

Refer to FM RoofNav for speci fic assembly listings. UL (Underwriters Laboratories)

Fasteners for attaching steel roof deck (uplift and fire classification)

These values represent testing performed in ASTM A 36 plate steel. Based upon 1 / 2" point penetration. The values must be compared with allowable tensile pullover values. Allowable values based on safety factor of 5.0.

Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck 3,4,5 Steel Deck Gauge (in.) Fastener

X-EDN19 THQ12 1 X-EDNK22 THQ12 2 1 2 3 4 5

16 (0.0598) Tension lb (kN)

Shear lb (kN)


Shear lb (kN)


Shear lb (kN)


Shear lb (kN)


Shear lb (kN)


Shear lb (kN)

725

975

575

785

435

600

355

500

325

410

235

310

(3.19)

(4.29)

(2.53)

(3.45)

(1.91)

(2.64)

(1.56)

(2.20)

(1.43)

(1.80)

(1.03)

(1.36)

For base steel thickness 3 / 16" (5 mm) to 3 / 8" (10 mm). For base steel thickness 1 / 8" (3 mm) to 1 / 4" (6 mm). Allowable values are based on a safety factor of 3.0. For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual. Loads based on ASTM A 1008, or minimum ASTM A 653 SQ33 steel deck.



3 .5 .2 D e c k F a s t e n e r s f o r A t t a c h m e n t t o B a r J o is t 36/7

36/9

6''

6'' 36''

36''

1-1/2''

1-1/2''

Allowable Stress Design (ASD)- Allowable Diaphragm Shears, S ASD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36 / 9 or 36 / 7 End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Span (ft- in.) Factor

Hilti SLC5,6,7 36" O.C. 24" O.C. 22

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

20

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

18

18" O.C. 12" O.C. 6" O.C.

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

9'-0"

10'-0"

Fasteners Per Sheet To Support 9

7

9

7

9

7

9

7

9

7

9

7

9

7

S ASD

715

499

612

431

529

378

467

341

421

313

388

292

363

277

G'

51.9

48.5

56.4

52.0

59.2

54.1

60.9

55.4

62.1

56.2

62.5

56.5

62.9

56.5

S ASD

765

554

666

489

596

444

534

408

488

380

455

360

430

344

G'

52.9

50.2

58.1

54.5

61.6

57.5

64.1

59.6

65.8

61.0

67.1

62.1

68.0

62.9

S ASD

813

607

719

545

651

501

601

469

555

445

522

426

497

410

G'

53.8

51.5

59.5

56.5

63.7

60.2

66.7

62.9

69.0

64.9

70.9

66.7

71.9

68.0

S ASD

903

706

817

649

755

610

708

580

672

558

643

540

620

526

G'

55.2

53.5

61.7

59.6

66.7

64.3

70.7

68.1

74.1

70.9

76.3

73.5

78.7

75.8

S ASD

1123

941

1060

902

1014

874

980

853

952

837

931

824

760

760

G'

57.9

57.0

65.8

64.8

72.3

71.2

77.7

76.5

82.6

81.3

86.2

84.7

90.1

88.5

S ASD

948

668

815

581

715

517

635

468

575

432

528

403

495

383

G'

71.9

66.1

75.9

68.9

77.9

70.1

78.7

70.4

78.8

70.3

78.7

69.9

78.1

69.4

S ASD

1021

749

894

665

804

607

734

564

673

530

627

502

593

481

G'

73.7

68.8

78.7

72.9

81.7

75.3

83.5

76.7

84.5

77.5

84.7

78.1

85.5

78.1

S ASD

1090

825

970

745

883

690

819

649

769

618

725

594

692

574

G'

75.2

70.9

81.3

76.3

84.7

79.4

87.7

82.0

89.3

83.3

90.9

84.7

91.7

85.5

S ASD

1218

964

1110

894

1032

844

973

808

927

779

891

757

861

739

G'

77.7

74.6

84.8

81.2

90.0

86.1

93.9

89.7

96.8

92.6

99.0

95.2

101.0

97.1

S ASD

1522

1288

1447

1241

1392

1208

1350

1183

1317

1164

1222

1149

990

990

G'

82.5

80.9

91.9

90.2

99.4

97.5

105.4

103.4

110.4

108.4

114.9

112.4

117.6

116.3

S ASD

1171

831

1010

724

895

651

800

593

726

548

669

513

623

485

G'

109.9

99.0

111.5

98.7

110.9

97.4

109.3

95.7

107.3

93.8

105.2

91.7

103.1

90.1

S ASD

1266

935

1112

833

1003

763

921

712

855

672

798

641

752

614

G'

113.6

104.2

116.8

105.9

117.7

106.3

117.5

106.0

116.6

105.3

115.5

104.4

114.9

103.1

S ASD

1355

1033

1210

937

1106

870

1028

821

968

784

920

754

881

730

G'

117.6

108.7

122.0

112.4

123.5

113.6

125.0

114.9

125.0

114.9

125.0

114.9

123.5

114.9

S ASD

1519

1211

1390

1127

1296

1068

1226

1024

1171

991

1128

964

1092

942

G'

122.0

116.3

128.9

121.7

133.1

125.7

135.8

128.3

137.6

130.2

138.8

131.6

138.9

133.3

S ASD

1519

1211

1390

1145

1296

1106

1243

1077

1205

1054

1175

1037

1150

1022

G'

133.3

129.9

143.6

139.9

151.5

147.6

157.5

153.6

162.2

158.4

166.0

162.4

169.5

166.7

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3 / 16" to 3 / 8". For attachment to base steel thicknesses less than 3 / 16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor ( Ω ) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor ( Ω ) of 2.50. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



D e c k F a s t e n e r s f o r At t a c h m e n t t o B a r J o is t 3 .5 .2 36/4

36/5

6''

6'' 36''

36''

1-1/2''

1-1/2''

Allowable Stress Design (ASD)- Allowable Diaphragm Shears, S ASD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36 / 5 or 36 / 4 End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Span (ft- in.) Factor

Hilti SLC5,6,7

36" O.C. 24" O.C. 22

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

20

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

18

18" O.C. 12" O.C. 6" O.C.

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

9'-0"

10'-0"


4

5

4

5

4

5

4

5

4

5

4

5

4

S ASD

448

365

393

325

354

296

325

275

299

257

280

242

265

232

G'

13.2

9.7

15.8

11.6

18.1

13.4

20.1

15.1

21.9

16.6

23.5

18.0

24.9

19.3

S ASD

495

407

444

372

408

346

380

327

359

312

343

300

329

290

G'

13.4

9.8

16.1

11.8

18.5

13.7

20.7

15.5

22.7

17.2

24.6

18.8

26.2

20.2

S ASD

537

445

491

414

457

391

432

374

412

360

397

350

384

341

G'

13.5

9.8

16.3

12.0

18.8

14.0

21.2

15.8

23.4

17.6

25.4

19.3

27.2

20.9

S ASD

612

508

573

484

545

466

524

453

507

442

494

434

483

427

G'

13.7

9.9

16.6

12.1

19.3

14.2

21.8

16.2

24.2

18.1

26.4

20.0

28.5

21.7

S ASD

766

623

744

611

729

603

717

597

707

592

700

588

694

585

G'

13.9

10.1

17.0

12.4

19.9

14.6

22.7

16.8

25.3

18.8

27.9

20.8

30.3

22.8

S ASD

600

490

530

439

479

403

442

376

413

355

387

338

368

324 27.8

G'

20.4

15.0

23.9

17.8

26.9

20.3

29.4

22.5

31.6

24.5

33.4

26.2

35.1

S ASD

666

550

602

506

556

474

522

450

495

431

474

416

456

404

G'

20.7

15.2

24.4

18.2

27.8

21.0

30.7

23.4

33.3

25.7

35.6

27.7

37.6

29.6

S ASD

727

603

668

564

626

536

595

515

570

499

551

485

535

475

G'

20.9

15.4

24.9

18.5

28.4

21.4

31.6

24.0

34.5

26.5

37.0

28.8

39.5

30.9

S ASD

830

688

783

659

748

638

722

622

702

610

686

600

673

592

G'

21.3

15.6

25.5

18.9

29.3

22.0

32.9

24.9

36.1

27.6

39.1

30.1

41.8

32.6

S ASD

830

688

783

659

748

638

722

622

702

610

686

600

673

592

G'

21.8

16.0

26.4

19.5

30.7

22.8

34.7

26.0

38.5

29.1

42.0

31.9

45.5

34.8

S ASD

745

609

660

549

599

505

554

473

519

447

492

427

467

411

G'

36.8

27.6

41.7

31.9

45.7

35.5

48.8

38.4

51.0

40.9

52.9

42.9

54.6

44.6

S ASD

830

687

753

634

698

596

657

567

624

545

599

527

578

512

G'

37.6

28.2

43.3

33.1

47.8

37.2

51.8

40.8

54.9

43.9

57.8

46.6

59.9

49.0

S ASD

907

753

838

708

788

675

750

650

721

631

698

615

678

602

G'

38.3

28.8

44.4

33.9

49.8

38.5

54.1

42.4

57.8

46.1

61.3

49.3

64.1

52.1

S ASD

907

753

838

708

788

675

750

650

721

631

698

615

678

602

G'

39.4

29.5

46.1

35.1

52.1

40.2

57.5

44.8

62.1

48.9

66.2

52.8

69.9

56.2

S ASD

985

804

954

788

932

776

914

766

901

759

890

754

881

749

G'

41.0

30.6

48.8

36.8

55.9

42.6

62.5

48.0

68.5

53.1

73.5

57.8

78.7

62.1

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3 / 16" to 3 / 8". For attachment to base steel thicknesses less than 3 / 16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor ( Ω ) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor ( Ω ) of 2.50. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



3 .5 .2 D e c k F a s t e n e r s f o r A t t a c h m e n t t o B a r J o is t 36/7

36/9

6''

6'' 36''

36''

1-1/2''

1-1/2''

Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36 / 9 or 36 / 7 End and Interior Support Fastener Patterns1,2,3,4 Span (ft- in.)

Sidelap Gauge

Spacing

Factor

Hilti SLC5,6,7 36" O.C. 24" O.C. 22

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

20

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

18

18" O.C. 12" O.C. 6" O.C.

4'-0"

SLRFD

5'-0"

6'-0"

7'-0"

8'-0"

9'-0"

10'-0"


7

9

7

9

7

9

7

9

7

9

7

9

7

1174

820

1005

708

869

622

768

560

692

514

638

481

596

455

G'

51.9

48.5

56.4

52.0

59.2

54.1

60.9

55.4

62.1

56.2

62.5

56.5

62.9

56.5

SLRFD

1257

911

1095

803

979

729

878

671

802

624

748

591

706

565

G'

52.9

50.2

58.1

54.5

61.6

57.5

64.1

59.6

65.8

61.0

67.1

62.1

68.0

62.9

SLRFD

1336

998

1181

895

1070

824

987

771

912

731

858

700

817

674

G'

53.8

51.5

59.5

56.5

63.7

60.2

66.7

62.9

69.0

64.9

70.9

66.7

71.9

68.0

SLRFD

1484

1159

1342

1067

1240

1002

1164

954

1104

917

1057

888

1019

864

G'

55.2

53.5

61.7

59.6

66.7

64.3

70.7

68.1

74.1

70.9

76.3

73.5

78.7

75.8

S ASD

1846

1547

1742

1482

1667

1436

1610

1402

1565

1375

1501

1354

1216

1216

G'

57.9

57.0

65.8

64.8

72.3

71.2

77.7

76.5

82.6

81.3

86.2

84.7

90.1

88.5

SLRFD

1558

1098

1339

954

1175

850

1044

770

945

710

868

663

813

629

G'

71.9

66.1

75.9

68.9

77.9

70.1

78.7

70.4

78.8

70.3

78.7

69.9

78.1

69.4

SLRFD

1678

1230

1469

1093

1321

997

1206

927

1107

872

1030

825

975

791

G'

73.7

68.8

78.7

72.9

81.7

75.3

83.5

76.7

84.5

77.5

84.7

78.1

85.5

78.1

SLRFD

1791

1355

1593

1225

1451

1134

1346

1067

1264

1016

1192

975

1137

943

G'

75.2

70.9

81.3

76.3

84.7

79.4

87.7

82.0

89.3

83.3

90.9

84.7

91.7

85.5

SLRFD

2001

1585

1823

1469

1695

1387

1599

1327

1524

1281

1464

1244

1415

1214

G'

77.7

74.6

84.8

81.2

90.0

86.1

93.9

89.7

96.8

92.6

99.0

95.2

101.0

97.1

SLRFD

2501

2116

2377

2039

2287

1985

2218

1944

2165

1913

1956

1888

1584

1584

G'

82.5

80.9

91.9

90.2

99.4

97.5

105.4

103.4

110.4

108.4

114.9

112.4

117.6

116.3

SLRFD

1925

1365

1660

1190

1471

1069

1314

974

1193

900

1099

843

1024

797

G'

109.9

99.0

111.5

98.7

110.9

97.4

109.3

95.7

107.3

93.8

105.2

91.7

103.1

90.1

SLRFD

2080

1536

1828

1370

1648

1254

1514

1169

1405

1105

1311

1053

1236

1009

G'

113.6

104.2

116.8

105.9

117.7

106.3

117.5

106.0

116.6

105.3

115.5

104.4

114.9

103.1

SLRFD

2227

1697

1988

1540

1817

1430

1689

1350

1590

1288

1511

1239

1447

1200 114.9

G'

117.6

108.7

122.0

112.4

123.5

113.6

125.0

114.9

125.0

114.9

125.0

114.9

123.5

SLRFD

2496

1990

2283

1852

2130

1755

2014

1683

1925

1628

1853

1584

1795

1549

G'

122.0

116.3

128.9

121.7

133.1

125.7

135.8

128.3

137.6

130.2

138.8

131.6

138.9

133.3

SLRFD

2496

1990

2283

1881

2130

1817

2042

1769

1980

1733

1931

1703

1890

1679

G'

133.3

129.9

143.6

139.9

151.5

147.6

157.5

153.6

162.2

158.4

166.0

162.4

169.5

166.7

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3 / 16" to 3 / 8". For attachment to base steel thicknesses less than 3 / 16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor ( Φ ) of 0.65. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



D e c k F a s t e n e r s f o r At t a c h m e n t t o B a r J o is t 3 .5 .2 36/4

36/5

6''

6'' 36''

36''

1-1/2''

1-1/2''

Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36 / 5 or 36 / 4 End and Interior Support Fastener Patterns1,2,3,4 Span (ft- in.)

Sidelap Gauge

Spacing

Factor

Hilti SLC5,6,7

36" O.C. 24" O.C. 22

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

20

18" O.C. 12" O.C. 6" O.C. 36" O.C. 24" O.C.

18

18" O.C. 12" O.C. 6" O.C.

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

9'-0"

10'-0"


4

5

4

5

4

5

4

5

4

5

4

5

4

SLRFD

737

599

646

534

582

487

534

452

491

422

460

398

436

381

G'

13.2

9.7

15.8

11.6

18.1

13.4

20.1

15.1

21.9

16.6

23.5

18.0

24.9

19.3

SLRFD

813

669

729

611

670

569

625

537

590

513

563

493

540

477

G'

13.4

9.8

16.1

11.8

18.5

13.7

20.7

15.5

22.7

17.2

24.6

18.8

26.2

20.2

SLRFD

883

732

806

680

751

643

710

614

678

592

652

574

631

560

G'

13.5

9.8

16.3

12.0

18.8

14.0

21.2

15.8

23.4

17.6

25.4

19.3

27.2

20.9

SLRFD

1006

835

942

795

896

766

861

744

833

726

811

712

793

701 21.7

G'

13.7

9.9

16.6

12.1

19.3

14.2

21.8

16.2

24.2

18.1

26.4

20.0

28.5

S ASD

1259

1023

1223

1005

1197

991

1178

981

1162

973

1150

967

1140

962

G'

13.9

10.1

17.0

12.4

19.9

14.6

22.7

16.8

25.3

18.8

27.9

20.8

30.3

22.8

SLRFD

985

805

870

722

788

662

727

618

679

583

636

556

605

532

G'

20.4

15.0

23.9

17.8

26.9

20.3

29.4

22.5

31.6

24.5

33.4

26.2

35.1

27.8

SLRFD

1095

904

989

831

914

779

857

739

813

708

778

684

750

663

G'

20.7

15.2

24.4

18.2

27.8

21.0

30.7

23.4

33.3

25.7

35.6

27.7

37.6

29.6

SLRFD

1194

991

1098

928

1029

882

977

847

937

820

905

798

878

780

G'

20.9

15.4

24.9

18.5

28.4

21.4

31.6

24.0

34.5

26.5

37.0

28.8

39.5

30.9

SLRFD

1364

1131

1286

1083

1230

1049

1187

1023

1154

1002

1127

986

1105

972

G'

21.3

15.6

25.5

18.9

29.3

22.0

32.9

24.9

36.1

27.6

39.1

30.1

41.8

32.6

SLRFD

1364

1131

1286

1083

1230

1049

1187

1023

1154

1002

1127

986

1105

972

G'

21.8

16.0

26.4

19.5

30.7

22.8

34.7

26.0

38.5

29.1

42.0

31.9

45.5

34.8

SLRFD

1224

1001

1084

902

985

830

911

777

853

735

808

702

768

675

G'

36.8

27.6

41.7

31.9

45.7

35.5

48.8

38.4

51.0

40.9

52.9

42.9

54.6

44.6

SLRFD

1364

1128

1238

1042

1147

979

1079

932

1026

895

984

866

950

842

G'

37.6

28.2

43.3

33.1

47.8

37.2

51.8

40.8

54.9

43.9

57.8

46.6

59.9

49.0

SLRFD

1490

1238

1377

1163

1295

1109

1233

1068

1185

1036

1146

1010

1115

989

G'

38.3

28.8

44.4

33.9

49.8

38.5

54.1

42.4

57.8

46.1

61.3

49.3

64.1

52.1

SLRFD

1490

1238

1377

1163

1295

1109

1233

1068

1185

1036

1146

1010

1115

989

G'

39.4

29.5

46.1

35.1

52.1

40.2

57.5

44.8

62.1

48.9

66.2

52.8

69.9

56.2

SLRFD

1619

1321

1568

1294

1531

1274

1503

1259

1480

1248

1463

1238

1448

1230

G'

41.0

30.6

48.8

36.8

55.9

42.6

62.5

48.0

68.5

53.1

73.5

57.8

78.7

62.1

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3 / 16" to 3 / 8". For attachment to base steel thicknesses less than 3 / 16", diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor ( Φ ) of 0.65. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



3 .5 .2 D e c k F a s t e n e r s f o r A t t a c h m e n t t o B a r J o is t 914/9 (36/9) 914/9

c

914/7 (36/7) 914/7 152 mm

152 mm 914 mm

914 mm

38 mm

38 mm

Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N / mm) and Stiffness Factors, G', (103 N / mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center St eel Deck (F y ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914 / 9 (36 / 9) or 914 / 7 (36 / 7) End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Span (mm) Factor

Hilti SLC5,6,7 900 mm O.C. 600 mm O.C. 22

450 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 600 mm O.C.

20


18

450 mm O.C. 300 mm O.C. 150 mm O.C.

1200

SLSD

1500

1800

2100

2400

2700

3000


7

9

7

9

7

9

7

9

7

9

7

9

7

16.1

11.3

13.8

9.7

12.0

8.6

10.6

7.7

9.5

7.1

8.8

6.6

8.2

6.3

G'

9.0

8.5

9.8

9.1

10.3

9.5

10.7

9.7

10.9

9.8

11.0

9.9

11.0

9.9

SLSD

17.3

12.5

15.0

11.0

13.5

10.0

12.1

9.2

11.1

8.6

10.3

8.1

9.7

7.8

G'

9.2

8.7

10.1

9.5

10.8

10.1

11.2

10.4

11.5

10.8

11.8

10.9

11.9

11.0

SLSD

18.3

13.7

16.2

12.3

14.7

11.3

13.6

10.6

12.6

10.1

11.8

9.6

11.2

9.3

G'

9.3

8.9

10.3

9.9

11.1

10.5

11.6

11.0

12.0

11.4

12.3

11.8

12.7

11.9

SLSD

20.3

15.9

18.4

14.6

17.0

13.8

16.0

13.1

15.2

12.6

14.5

12.2

14.0

11.9

G'

9.6

9.3

10.7

10.4

11.6

11.2

12.3

11.9

12.8

12.5

13.3

12.8

13.7

13.3

SLSD

25.3

21.2

23.9

20.3

22.8

19.7

22.1

19.2

21.4

18.8

21.0

18.6

17.2

17.2

G'

10.0

9.9

11.4

11.3

12.6

12.4

13.5

13.3

14.3

14.1

15.2

14.9

15.6

15.4

SLSD

21.4

15.1

18.4

13.1

16.2

11.7

14.4

10.6

13.0

9.8

12.0

9.1

11.2

8.7

G'

12.5

11.5

13.3

12.1

13.6

12.3

13.8

12.4

13.8

12.4

13.8

12.3

13.8

12.2

SLSD

23.0

16.9

20.2

15.0

18.1

13.7

16.6

12.8

15.3

12.0

14.2

11.4

13.4

10.9

G'

12.8

12.0

13.7

12.7

14.3

13.2

14.6

13.5

14.8

13.6

14.8

13.7

14.8

13.7

SLSD

24.6

18.6

21.9

16.8

19.9

15.6

18.5

14.7

17.4

14.0

16.4

13.4

15.7

13.0

G'

13.2

12.3

14.1

13.3

14.9

13.9

15.4

14.3

15.6

14.7

15.9

14.9

16.1

14.9

SLSD

27.4

21.7

25.0

20.2

23.3

19.0

21.9

18.2

20.9

17.6

20.1

17.1

19.4

16.7

G'

13.5

13.0

14.8

14.2

15.7

15.0

16.4

15.7

17.0

16.2

17.2

16.7

17.9

16.9

SLSD

34.0

28.8

32.3

27.7

31.1

27.0

30.2

26.4

29.4

26.0

27.6

25.6

22.4

22.4

G'

14.4

14.1

16.0

15.7

17.3

17.0

18.4

18.1

19.3

18.9

20.0

19.6

20.8

20.4

SLSD

26.4

18.8

22.8

16.4

20.2

14.7

18.1

13.4

16.4

12.4

15.2

11.6

14.1

11.0

G'

19.2

17.3

19.6

17.3

19.5

17.2

19.2

16.9

18.9

16.5

18.5

16.2

18.2

15.9

SLSD

28.5

21.1

25.1

18.8

22.6

17.2

20.8

16.1

19.4

15.2

18.1

14.5

17.0

13.9

G'

20.0

18.2

20.5

18.6

20.7

18.7

20.7

18.7

20.5

18.5

20.4

18.4

20.0

18.2

SLSD

30.5

23.3

27.3

21.2

25.0

19.7

23.2

18.5

21.8

17.7

20.8

17.0

19.9

16.5

G'

20.4

18.9

21.3

19.6

21.7

20.0

21.7

20.0

21.7

20.4

21.7

20.4

21.7

20.4

SLSD

34.0

27.1

31.1

25.2

29.0

23.9

27.5

22.9

26.2

22.2

25.2

21.5

24.4

21.1

G'

21.3

20.4

22.6

21.3

23.3

22.1

23.8

22.5

24.2

22.9

24.4

23.2

24.4

23.3

SLSD

34.0

27.1

31.1

25.6

29.0

24.7

27.8

24.0

26.9

23.5

26.2

23.1

25.7

22.8

G'

23.3

22.7

25.1

24.5

26.5

25.8

27.6

26.9

28.4

27.8

29.1

28.5

29.4

29.4

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor ( Φ ) of 0.60. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm) / (SS, mm). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



D e c k F a s t e n e r s f o r At t a c h m e n t t o B a r J o is t 3 .5 .2

c

914/5 (36/5) 914/5

914/4 (36/4) 914/4

152 mm

152 mm 914 mm

914 mm

38 mm

38 mm

Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N / mm) and Stiffness Factors, G', (103 N / mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (F y ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914 / 5 (36 / 5) or 914 / 4 (36 / 4) End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Span (mm) Factor

Hilti SLC5,6,7 900 mm O.C. 600 mm O.C. 22


20


18

450 mm O.C. 300 mm O.C. 150 mm O.C.

1200

SLSD

1500

1800

2100

2400

2700

3000


4

5

4

5

4

5

4

5

4

5

4

5

4

10.1

8.2

8.9

7.3

8.0

6.7

7.3

6.2

6.8

5.8

6.3

5.5

6.0

5.2

G'

2.3

1.7

2.7

2.0

3.1

2.3

3.5

2.6

3.8

2.9

4.1

3.1

4.3

3.3

SLSD

11.2

9.2

10.0

8.4

9.2

7.8

8.6

7.4

8.1

7.0

7.7

6.8

7.4

6.5

G'

2.3

1.7

2.8

2.0

3.2

2.4

3.6

2.7

3.9

3.0

4.3

3.3

4.6

3.5

SLSD

12.1

10.0

11.1

9.3

10.3

8.8

9.7

8.4

9.3

8.1

9.0

7.9

8.7

7.7

G'

2.3

1.7

2.8

2.1

3.3

2.4

3.7

2.7

4.0

3.0

4.4

3.3

4.7

3.6

SLSD

13.8

11.4

12.9

10.9

12.3

10.5

11.8

10.2

11.4

9.9

11.1

9.8

10.9

9.6

G'

2.4

1.7

2.9

2.1

3.3

2.5

3.8

2.8

4.2

3.1

4.6

3.5

5.0

3.8

SLSD

17.1

13.9

16.6

13.6

16.3

13.4

16.0

13.3

15.8

13.2

15.6

13.1

15.5

13.0

G'

2.4

1.7

2.9

2.1

3.4

2.5

3.9

2.9

4.4

3.3

4.8

3.6

5.2

3.9

SLSD

13.5

11.0

11.9

9.9

10.8

9.1

10.0

8.5

9.3

8.0

8.8

7.6

8.3

7.3

G'

3.5

2.6

4.1

3.1

4.7

3.5

5.1

3.9

5.5

4.3

5.8

4.6

6.1

4.8

SLSD

15.0

12.4

13.6

11.4

12.5

10.7

11.8

10.1

11.2

9.7

10.7

9.4

10.3

9.1

G'

3.6

2.6

4.2

3.2

4.8

3.6

5.3

4.1

5.8

4.5

6.2

4.8

6.5

5.2

SLSD

16.4

13.6

15.1

12.7

14.1

12.1

13.4

11.6

12.9

11.2

12.4

10.9

12.1

10.7

G'

3.6

2.7

4.3

3.2

4.9

3.7

5.5

4.2

6.0

4.6

6.5

5.0

6.8

5.4

SLSD

18.6

15.4

17.5

14.7

16.7

14.3

16.2

13.9

15.7

13.6

15.3

13.4

15.0

13.2

G'

3.7

2.7

4.4

3.3

5.1

3.8

5.7

4.3

6.3

4.8

6.8

5.2

7.3

5.6

SLSD

18.6

15.4

17.5

14.7

16.7

14.3

16.1

13.9

15.7

13.6

15.3

13.4

15.0

13.2

G'

3.8

2.8

4.6

3.4

5.3

3.9

6.0

4.5

6.7

5.0

7.3

5.5

7.9

6.0

SLSD

16.8

13.7

14.9

12.4

13.5

11.4

12.5

10.7

11.7

10.1

11.1

9.6

10.6

9.3

G'

6.4

4.8

7.2

5.5

7.9

6.2

8.5

6.7

8.9

7.1

9.3

7.5

9.5

7.8

SLSD

18.7

15.5

17.0

14.3

15.7

13.4

14.8

12.8

14.1

12.3

13.5

11.9

13.0

11.6

G'

6.5

4.9

7.5

5.7

8.3

6.5

9.0

7.1

9.6

7.6

10.1

8.1

10.5

8.5

SLSD

20.3

16.8

18.8

15.8

17.6

15.1

16.8

14.5

16.1

14.1

15.6

13.7

15.2

13.4

G'

6.6

5.0

7.7

5.9

8.6

6.7

9.4

7.4

10.1

8.0

10.6

8.5

11.2

9.1

SLSD

20.3

16.8

18.8

15.8

17.6

15.1

16.8

14.5

16.1

14.1

15.6

13.7

15.2

13.4

G'

6.8

5.1

8.0

6.1

9.1

7.0

10.0

7.8

10.8

8.5

11.5

9.2

12.2

9.8

SLSD

22.0

17.9

21.3

17.6

20.8

17.3

20.4

17.1

20.1

16.9

19.8

16.8

19.6

16.7

G'

7.1

5.3

8.5

6.4

9.7

7.4

10.9

8.3

11.9

9.2

12.8

10.0

13.7

10.8

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor ( Φ ) of 0.60. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm) / (SS, mm). Round up to the next whole sidelap connector. 6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



3 .5 .2 D e c k F a s t e n e r s f o r A t t a c h m e n t t o B a r J o is t

c

Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N / mm) & Flexibility Factor, F, (mm x 10 -6 / N) for 38 mm deep steel nestable deck fastened w / Hilti X-EDNK22 / EDN19 w / screwed sidelaps (Canada only) 1,2,3 Diaphragm Table 36-7 w / X-EDNK22 / EDN19 Metric

No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) Span (mm)

1200 1500 1800 2100 2400 2700 3000

Sidelap Connection

#10 Screw at 600 mm O.C. #10 Screw at 450 mm O.C. #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C.

Deck Gauge Thickness

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD

6.5 120 5.2 115 5.1 106 4.2 106 4.2 99 3.8 101 3.9 96

7.9 88 6.2 88 6.1 81 5.2 83 5.2 79 4.6 82 4.7 78

10.2 60 8.2 62 8.1 59 6.9 62 6.9 59 6.1 62 6.2 60

12.8 45 10.3 49 10.1 46 8.7 50 8.7 48 7.6 51 7.8 49

6.5 120 6.1 108 5.8 99 4.9 99 4.8 94 4.8 90 4.3 91

7.9 88 7.4 81 7.1 76 6.0 77 5.9 73 5.9 71 5.3 73

10.2 60 9.6 56 9.3 54 8.0 56 7.9 54 7.8 53 6.9 55

12.8 45 12.1 43 11.6 42 10.0 45 9.9 44 9.8 43 8.7 45

8.3 110 7.6 99 7.2 91 6.8 86 6.6 83 5.9 80 4.7 77

10.1 79 9.3 73 8.7 68 8.2 66 7.9 64 7.6 62 6.2 61

13.3 52 12.2 49 11.4 47 10.8 46 10.5 46 10.1 45 9.6 45

16.7 38 15.3 37 14.3 36 13.6 36 13.0 36 12.7 36 12.3 36

11.6 101 11.0 89 10.7 81 9.6 75 7.4 71 5.9 68 4.7 65

14.0 71 13.4 64 12.9 59 12.6 56 9.8 53 7.8 51 6.2 50

18.4 45 17.6 42 17.0 39 16.6 38 15.0 37 11.9 36 9.6 35

23.1 32 22.0 30 21.3 29 20.7 28 20.3 28 16.6 27 13.5 27

Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) & Flexibility Factor, F, (mm x 10 -6 / N) X-EDNK22 / EDN19 Metric for 38 mm deep steel nestable deck fastened w / Hilti X-EDNK22 / EDN19 w / screwed sidelaps (Canada only)1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Diaphragm Table 36-4 w /

Span (mm)

1200 1500 1800 2100 2400 2700 3000

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F

4.7 595 3.9 500 4.0 425 3.4 383 3.5 340 3.1 318 3.2 290

5.6 384 4.7 328 4.7 281 4.1 257 4.2 230 3.8 218 3.9 365

7.4 210 6.1 186 6.2 161 5.4 152 5.6 137 4.9 133 5.2 123

9.3 132 7.6 122 7.8 106 6.8 103 7.1 94 6.2 93 6.6 86

4.7 595 4.6 487 4.6 415 4.0 372 4.0 332 4.0 301 3.6 283

5.6 384 5.5 317 5.5 272 4.8 247 4.8 222 4.9 203 4.5 193

7.4 210 7.3 176 7.2 154 6.3 143 6.3 130 6.5 120 5.9 117

9.3 132 9.2 113 9.2 100 7.9 96 8.0 88 8.1 82 7.4 81

6.2 578 5.9 474 5.6 405 5.4 355 5.3 318 5.2 289 5.1 266

7.4 369 7.1 305 6.8 262 6.6 232 6.3 209 6.2 192 6.2 177

9.8 197 9.3 166 8.9 145 8.6 130 8.5 119 8.2 110 8.1 103

12.2 120 11.6 103 11.2 92 10.8 84 10.6 78 10.3 73 10.2 69

8.1 567 7.9 462 7.8 392 7.6 342 7.6 304 7.5 275 7.5 252

9.8 359 9.5 294 9.4 251 9.3 220 9.2 197 9.2 179 9.0 165

12.8 188 12.6 156 12.3 135 12.2 120 12.1 108 12.0 99 12.0 92

16.0 113 15.7 95 15.5 83 15.3 75 15.2 68 15.0 63 14.9 59

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) & Flexibility Factor, F, (mm x 10 -6 / N) for 38 mm deep steel deck fastened w / Hilti X-EDNK22 / EDN19 (Canada only) 1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute)

Diaphragm Table 36-7 w / X-EDNK22 / EDN19 Metric

Span (mm)

1200 1500 1800 2100 2400 2700 3000

Sidelap Connection

Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C.


22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

5.8 129 4.6 126 4.0 126 3.4 130 3.2 133 2.7 139 2.6 143

7.1 96 5.6 97 4.9 100 4.2 105 4.0 109 3.5 115 3.3 120

9.5 67 7.5 71 6.9 75 5.9 81 5.6 85 4.9 92 4.8 96

12.1 51 9.8 56 9.2 61 7.8 66 7.5 71 6.6 77 6.6 81

5.8 129 4.8 125 4.2 124 3.6 128 3.3 130 3.1 134 2.7 140

7.1 96 6.0 96 5.4 98 4.6 103 4.2 107 4.0 111 3.5 118

9.5 67 8.3 69 7.5 73 6.5 79 6.1 83 5.8 88 5.2 94

12.1 51 10.9 55 10.1 59 8.7 65 8.3 69 8.0 74 7.2 80

6.5 126 5.5 122 4.8 121 4.2 122 3.9 125 3.6 128 3.4 131

8.1 94 6.9 94 6.1 95 5.5 98 5.1 102 4.7 106 4.5 110

11.2 65 9.9 67 8.8 71 8.1 75 7.5 79 7.2 83 6.8 87

14.8 50 13.2 53 12.1 57 11.3 61 10.7 66 10.1 70 9.8 73

7.8 122 6.9 116 6.2 114 5.8 113 5.4 113 5.2 114 4.9 115

10.0 90 8.9 88 8.2 89 7.8 90 7.3 91 6.9 93 6.7 95

14.3 62 13.2 63 12.2 65 11.6 67 11.2 70 10.8 72 10.5 75

19.6 47 18.2 49 17.3 52 16.6 55 16.0 57 15.6 60 15.3 62

Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F

1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. 118 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011

Steel Deck Fasteni Fastening ng Systems

D e c k F a s t e n e r s f o r At t a c h m e n t t o B a r J o is t 3 .5 .2

c

Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) mm) & Flexibility Factor, F, (mm x 10-6 / N) N) for 38 mm deep steel deck fastened w / Hilti Hilti X-EDNK22 / EDN19 EDN19 (Canada only) 1,2,3 Diaphragm Table 36-4 w / X-EDNK22 / EDN19 EDN19 Metric

No. of Transverse Nails per 900 900 mm Wide Deck Units=4 (every other other flute) Span (mm)

1200 1500 1800 2100 2400 2700 3000

Sidelap Side lap Conne Connectio ction n

Button Butt on Punch Punch 600 mm mm O.C. O.C. Butt Button on Punch Punch 450 450 mm mm O.C. O.C. Butt Button on Punch Punch 300 300 mm O.C. Butt Button on Punch Punch 150 150 mm O.C.


22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD

4.1 612 3.3 521 2.9 462 2.5 426 2.4 398 2.0 382 2.0 367

4.3 399 4.0 348 3.6 315 3.2 297 2.9 282 2.6 276 2.6 393

5.7 224 5.5 203 5.2 190 4.5 186 4.3 182 3.8 184 3.8 183

7.4 144 7.2 137 6.9 132 6.0 134 6.0 134 5.3 139 5.3 140

3.5 612 3.5 518 3.2 459 2.7 422 2.5 394 2.4 373 2.1 362

4.3 399 4.5 345 4.1 311 3.8 293 3.5 278 3.4 268 3.2 265

5.7 224 6.2 201 5.9 188 4.9 183 4.8 179 4.7 177 4.2 180

7.4 144 8.1 134 7.9 130 6.8 131 6.7 131 6.6 132 6.0 137

4.0 607 4.1 513 3.6 452 3.3 412 3.1 383 2.9 361 2.7 346

5.0 395 5.2 340 4.7 306 4.5 283 4.1 268 3.9 257 3.6 250

7.0 220 7.4 196 6.9 183 6.5 175 6.2 170 6.0 168 5.8 166

9.3 141 10.0 130 9.4 125 8.9 124 8.6 123 8.3 124 8.1 125

4.8 599 5.3 502 4.9 438 4.7 394 4.5 362 4.2 337 4.1 318

6.2 388 6.8 330 6.5 293 6.1 268 5.9 249 5.8 236 5.6 225

8.9 214 9.9 188 9.5 172 9.2 161 8.9 154 8.8 149 8.7 145

12.0 135 13.6 123 13.2 116 12.9 111 12.7 109 12.5 107 12.3 106

Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N / mm) mm) and Flexibility Factor, F, (mm x 10-6 / N) N) for 75 mm deep steel deck fastened with Hilti X-EDNK22 / EDN19 EDN19 (Canada only) 1, 2, 3 No. of Transverse Nails per 600 600 mm Wide Deck Units=5 (every flute)

Diaphragm Table 24-5 w / X-EDNK22 / EDN19 EDN19 Metric

Span (mm)

2400 2700 1800 3300 3600 3900 4200

Sidelap Side lap Conne Connectio ction n

Button Butt on Punch Punch 600 mm mm O.C. O.C. Butt Button on Punch Punch 450 450 mm mm O.C. O.C. Butt Button on Punch Punch 300 300 mm O.C. Butt Button on Punch Punch 150 150 mm O.C.


22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F Strength, SLSD Flexibility Factor, F

2.0 281 1.7 290 1.6 295 1.4 307 1.4 312 1.2 325 1.2 331

2.6 227 2.2 238 2.1 244 1.9 257 1.9 263 1.7 276 1.6 282

3.7 173 3.3 185 3.2 192 2.9 205 2.9 211 2.6 224 2.6 230

5.2 143 4.5 154 4.5 161 4.1 173 4.1 180 3.8 191 3.8 197

2.1 275 2.0 279 1.7 289 1.7 293 1.6 299 1.4 311 1.4 316

2.8 222 2.6 227 2.3 238 2.2 245 2.2 251 2.0 263 1.9 269

4.2 169 4.0 176 3.5 187 3.5 194 3.4 201 3.1 212 3.1 218

5.8 139 5.7 146 5.1 157 5.0 164 5.0 170 4.6 181 4.6 186

2.6 262 2.4 264 2.3 268 2.1 272 2.0 277 1.9 282 1.9 287

3.5 209 3.3 214 3.1 220 2.9 225 2.8 231 2.7 237 2.6 242

5.4 158 5.1 165 4.9 171 4.7 177 4.5 183 4.4 189 4.3 195

7.8 130 7.5 136 7.2 143 7.0 149 6.8 155 6.6 160 6.5 166

3.9 235 3.7 233 3.6 233 3.4 233 3.3 233 3.2 234 3.2 235

5.4 185 5.2 186 5.0 188 4.8 189 4.7 191 4.6 193 4.5 195

8.8 137 8.5 140 8.2 143 8.0 146 7.9 149 7.8 152 7.6 154

12.9 111 12.6 115 12.4 118 12.2 121 12 124 11.9 127 11.8 129

1 The ratio of span of deck unit to average length length of sheet is taken to be 1/3. 2 Diaphragm loads are based on on steel decks having an average ultimate ultimate tensile strength of 55 ksi. 3 Values shown calculated calculated in accordance accordance with SDI equations equations using a φ factor of 0.5 for LSD for all load conditions.



3 .5 .2 D e c k F a s t e n e r s f o r A t t a c h m e n t t o B a r J o is t 3 .5 .2 .4 O r d e r i n g In f o r m a t i o n DX 860-HSN Decking System Tools Description

Notes

Qty

DX 860-HSN Stand-Up Decking Tool

Use on Demand service provides daily rental

1 pcs

Description

Notes

Qty

Spare Set (HSN Piston and Brake)

Piston and brake for DX 860-HSN

1 pc s

Notes

Qty

/ Cartridge Combo X-EDN19 Bulk Fastener Fastener /

3 / 16" 16" (5 mm) ≤ tf ≤ 3 / 8" 8" (10 mm)

2,000 pcs

X-EDN19 Pallet Fastener Fastener / / Cartridge Combo

3 / 16" 16" (5 mm) ≤ tf ≤ 3 / 8" 8" (10 mm)

32,000 pcs

X-EDNK22 Bulk Fastener Fastener / / Cartridge Combo

1 / 8" 8" (3 mm) ≤ tf ≤ 1 / 4" 4" (6 mm)

2,000 pcs

X-EDNK22 Pallet Fastener Fastener / / Cartridge Combo

1 / 8" 8" (3 mm) ≤ tf ≤ 1 / 4" 4" (6 mm)

32,000 pcs

Notes

Qty

Accessories

Fasteners (Combos with 40-strip Cartridges) Description

DX 460-SM Decking System Tools Description

DX 460-SM Hand Held Decking Tool

1 pc s

Accessories Description

Notes

Qty

Magazine X-SM

Replacement magazine for DX 460-SM 1 pcs

Piston X-AP PSM

Repl Re plac acem emen entt pi pist ston on fo forr DX 46 4600-SM SM

1 pc pcss

Buffer (reinforced) X-460-B

Repl Re plac acem emen entt bu buff ffer er fo forr DXDX-46 4600-SM SM

1 pcs pcs

Fasteners (Combos with 10-strip Cartridges for DX 460-SM) Description

Notes

Qty

X-EDN19 Bulk Fastener Fastener / / Cartridge Combo

3 / 16" 16" (5 mm) ≤ tf ≤ 3 / 8" 8" (10 mm)

1,000 pcs

X-EDN19 Pallet Fastener Fastener / / Cartridge Combo

3 / 16" 16" (5 mm) ≤ tf ≤ 3 / 8" 8" (10 mm)

32,000 pcs

X-EDNK22 Bulk Fastener Fastener / / Cartridge Combo

1 / 8" 8" (3 mm) ≤ tf ≤ 1 / 4" 4" (6 mm)

1,000 pcs

X-EDNK22 Pallet Fastener Fastener / / Cartridge Combo

1 / 8" 8" (3 mm) ≤ tf ≤ 1 / 4" 4" (6 mm)

32,000 pcs



D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3 3 .5 .3 .1 P r o d u c t D e s c r ip t i o n

3.5.3.1

Product Description

The Hilti structural steel deck fastening system consists of powder-actuated tools which are primarily used with one fastener: the X-ENP-19 L15, which is available either collated or non-collated.

3.5.3.2


3.5.3.3

Technical Data

3.5.3.4


greater than or equal to 1 / 4". 4". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-ENP-L tool along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour.

For most structural steel decking jobs, the tool of choice will be the DX 860ENP-L tool. This self-contained stand up decking tool is powered by 0.27 caliber long cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-ENP-19 L15 MXR fastener (collated version) into almost any type of steel deck and base steel thicknesses

Other tools include the hand held DX 76, a semi-automatic magazine tool. Other configurations of the DX 76 include a single fastener guide variation of the tool for miscellaneous use.

X-ENP-19 L15 MX & MXR MXR

X-ENP-19 L15

3 .5 .3 .2 M a t e r i a l S p e c i fi c a t i o n s Fastener Material

Fastener

X-ENP-19 L15

Fastener Plating

5 μm

Carbon Steel

Nominal Fastener Hardness

Zinc1

58 HRC

1 ASTM B 633, SC SC 1, Type III.

Approvals / Listings Listings ICC-ES (International Code Council)

ESR-2776, ESR-2197, ESR-1116, ESR-1169 COLA (City of Los Angeles)

RR 25877, RR 25296 FM (Factory Mutual)

3 .5 .3 .3 T e c h n ic a l D a t a Allowable Pullout Loads for Attachments to Steel Base Material lb (kN)1, 2, 3 Fastener

X-ENP-19 L15 1 2 3 4

Base Material Thickness (in.) 1 / 4 905 (4.03)

3 / 8 1125 (5.00)

1 / 2 4 1010 (4.49)

≥ 5 / 8 4 965 (4.29)

These values represent represent testing performed in ASTM A 36 plate plate steel. The values must be be compared with allowable allowable tensile pullover pullover values. Allowable values values based on safety factor of 5.0. Allowable values values are based based on minimum minimum 1 / 2" 2" penetration depth through or into base steel. For 3 / 8" 8" penetration depth into 1 / 2" 2" and thicker steels, reduce the allowable load capacity to 635 lb (2.79 kN).

For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for speci fic assembly listings. UL (Underwriters Laboratories)

Fasteners for attaching steel roof deck (uplift and fire classification)

Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck2,3,4 Steel Deck Gauge (in.) Fastener

X-ENP-19 L151 1 2 3 4

16 (0.0598)

18 (0.0474)

20 (0.0358)

22 (0.0295)

24 (0.0239)

26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

940

1050

875

840

755

640

665

535

400

440

185

335

(4.14)

(4.62)

(3.85)

(3.70)

(3.32)

(2.82)

(2.93)

(2.35)

(1.78)

(1.94)

(0.81)

(1.47)

Minimum base steel thickness must be greater greater than or equal to 1 / 4" 4" (6 mm). Allowable values values are based on a safety factor of 3.0. For alternate pullover capacities capacities and factors of safety for uplift, refer to SDI Diaphragm Design Design Manual. Loads based on ASTM A 1008, 1008, or minimum ASTM A 653 SQ33 steel deck. deck.



3 .5 .3 D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 36/9

36/7

6''

6'' 1-1/2''

36''

1-1/2''

36''

Allowable Stress Design (ASD) Allowable Diaphragm Shears, S ASD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36 / 9 or 36 / 7 End and Interior Support Fastener Patterns1,2,3,4 Gauge

Sidelap Spacing

Factor

Hilti SLC5,6,7 36" O.C. 24" O.C. 18" O.C. 22 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 20 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 18 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 16 12" O.C. 6" O.C. 3" O.C.

S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G'

4'-0" 9 804 55.7 861 56.2 915 56.8 1016 57.5 1263 59.2 1568 61.0 1038 78.5 1117 79.5 1193 80.0 1333 81.8 1666 84.8 2050 88.5 1254 123.5 1352 126.6 1446 128.2 1617 131.6 2023 138.9 2484 147.1 1277 172.4 1382 175.4 1481 178.6 1662 185.2 2082 196.1 2542 212.8

7 561 52.8 623 53.7 683 54.3 793 55.7 1058 58.1 1362 60.2 731 73.3 819 74.9 902 76.3 1055 78.5 1409 83.0 1784 87.0 886 113.6 994 116.3 1097 119.0 1285 123.5 1715 133.3 2163 144.9 908 153.8 1023 158.7 1132 163.9 1330 172.4 1773 188.7 2214 208.3

5'-0" 9 688 61.5 750 62.5 808 63.3 919 64.6 1192 67.1 1532 69.9 892 84.6 979 86.2 1061 87.7 1214 89.9 1583 94.7 2012 100.0 1079 128.4 1186 131.6 1288 135.1 1476 139.3 1926 149.5 2440 161.3 1102 172.4 1216 178.6 1324 181.8 1523 192.3 1989 208.3 2501 227.3

7 485 57.5 550 59.0 613 60.2 730 62.3 1014 66.1 1341 69.4 636 77.7 728 80.2 815 82.6 978 85.9 1358 92.5 1763 99.0 771 115.0 885 120.6 993 123.5 1193 131.0 1655 144.7 2138 158.7 793 151.5 914 158.7 1029 166.7 1239 175.4 1716 200.0 2192 222.2

Span (ft- in.) 6'-0" 7'-0" 8'-0" Fasteners Per Sheet To Support 9 7 9 7 9 7 595 426 525 383 473 352 65.6 60.5 68.3 62.4 69.9 63.7 670 499 601 459 549 427 67.0 62.7 70.2 65.3 72.5 67.1 732 564 675 528 624 500 68.0 64.5 71.9 67.6 74.6 69.9 849 685 796 652 755 627 70.2 67.4 74.5 71.4 78.1 74.6 1140 982 1101 958 1070 940 74.1 72.6 80.0 78.1 84.7 82.6 1505 1327 1485 1316 1188 1188 78.1 77.5 84.7 84.0 90.1 89.3 783 566 695 513 629 472 88.2 80.0 90.1 81.0 91.0 81.2 880 664 803 617 737 580 90.5 83.5 93.2 85.4 94.8 86.6 967 755 896 710 841 676 92.6 86.2 96.2 89.3 98.0 90.9 1129 923 1064 883 1014 852 95.8 91.2 100.2 95.1 103.5 98.1 1523 1321 1477 1294 1441 1273 102.5 100.0 108.7 106.1 113.8 111.0 1983 1748 1962 1737 1547 1547 108.7 107.5 117.6 116.3 123.5 122.0 956 692 851 628 772 580 129.6 114.7 129.1 113.2 127.5 111.2 1068 809 979 753 906 710 133.9 120.9 134.5 120.8 134.1 120.0 1175 921 1090 868 1025 827 137.0 126.6 138.9 128.2 140.8 128.2 1374 1128 1298 1080 1238 1044 144.3 135.2 147.4 138.0 149.4 139.8 1855 1612 1801 1581 1759 1556 157.7 152.6 163.9 158.7 168.7 163.4 2407 2121 2383 2108 2219 2099 172.4 169.5 181.8 178.6 188.7 185.2 978 713 881 654 801 605 170.3 147.8 166.5 143.5 162.2 139.1 1098 838 1010 782 942 740 177.0 157.2 174.7 154.4 171.7 151.4 1212 957 1128 904 1063 864 181.8 166.7 181.8 163.9 178.6 161.3 1423 1176 1347 1129 1289 1093 193.4 179.1 194.4 179.9 194.4 180.1 1922 1676 1870 1646 1830 1622 215.3 206.9 220.4 212.0 224.1 215.8 2472 2177 2450 2166 2432 2157 238.1 232.6 250.0 243.9 256.4 250.0

9'-0" 9 436 71.4 512 74.1 587 76.9 723 80.6 938 88.5 938 95.2 578 90.9 686 96.2 793 100.0 975 106.4 1222 117.6 1222 129.9 710 125.5 844 133.0 973 138.9 1191 150.6 1725 172.4 1753 196.1 739 157.8 883 168.4 1011 178.6 1242 193.9 1797 226.8 2191 263.2

7 329 64.1 404 68.5 478 71.9 607 77.5 926 87.0 938 94.3 441 81.3 549 87.0 649 92.6 828 100.0 1222 114.9 1222 128.2 542 109.1 676 118.9 795 126.6 1015 141.0 1537 167.2 1753 192.3 567 135.0 706 148.5 832 161.3 1064 179.8 1604 218.8 2150 256.4

10'-0" 9 408 71.9 483 75.2 558 78.1 697 83.3 760 91.7 760 100.0 541 90.9 649 96.2 757 101.0 942 107.5 990 122.0 990 135.1 661 123.5 795 131.6 928 138.9 1152 151.5 1420 175.4 1420 200.0 690 153.5 833 165.2 969 175.4 1204 193.0 1771 228.9 1775 263.2

7 311 64.5 386 69.4 461 73.5 591 79.4 760 90.1 760 99.0 418 80.6 526 87.7 627 93.5 808 102.0 990 119.0 990 133.3 512 106.4 646 117.6 769 126.6 991 140.8 1420 169.5 1420 196.1 537 131.1 679 145.7 806 158.7 1041 179.4 1589 221.1 1775 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1 / 4". 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor ( Ω ) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor ( Ω ) of 2.50. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. 122 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3 36/4

36/5 6''

6'' 1-1/2''

36''

1-1/2''

36''

Allowable Stress Design (ASD) Allowable Diaphragm Shears, S ASD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36 / 5 or 36 / 4 End and Interior Support Fastener Patterns1,2,3,4 Gauge

Sidelap Spacing

Factor


S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G' S ASD G'

4'-0" 5 504 13.6 557 13.6 605 13.7 688 13.8 862 14.0 862 14.1 656 21.1 729 21.2 795 21.4 908 21.6 1130 22.0 1130 22.3 795 38.8 884 39.2 965 39.7 1103 40.3 1370 41.5 1370 42.4 813 62.1 908 63.3 993 64.1 1136 65.8 1404 68.5 1404 70.9

4 410 9.9 458 9.9 501 10.0 572 10.0 700 10.1 700 10.2 536 15.4 602 15.5 660 15.6 753 15.8 913 16.0 913 16.2 650 28.8 731 29.2 801 29.5 914 30.0 1105 30.8 1105 31.3 666 46.9 751 47.8 825 48.8 940 49.8 1128 51.8 1128 53.2

5'-0" 5 442 16.3 499 16.4 552 16.6 644 16.8 837 17.1 837 17.3 579 24.9 659 25.3 731 25.5 856 25.9 1103 26.6 1103 27.1 703 44.6 801 45.5 890 46.3 1042 47.4 1339 49.3 1339 51.0 722 69.4 825 71.4 919 73.0 1077 75.8 1376 80.0 1376 84.0

4 365 11.9 418 12.0 465 12.1 544 12.2 688 12.4 688 12.6 481 18.4 554 18.7 618 18.9 721 19.1 899 19.6 899 19.9 584 33.7 673 34.4 751 35.0 877 35.8 1089 37.1 1089 38.2 601 53.5 695 55.2 776 56.5 905 58.1 1114 61.3 1114 64.1


9'-0" 5 315 24.8 385 25.5 446 26.0 555 26.8 787 28.0 787 28.8 423 35.8 518 37.3 602 38.5 750 40.0 1048 42.4 1048 44.1 521 58.5 633 61.7 736 64.5 917 68.5 1276 74.6 1276 79.4 540 83.3 659 89.3 768 94.3 957 102.0 1318 114.9 1318 125.0

4 272 18.7 337 19.3 393 19.6 487 20.2 662 20.9 662 21.4 370 27.7 455 28.7 531 29.5 656 30.6 872 32.2 872 33.2 452 46.4 556 49.1 649 51.0 801 54.0 1059 58.3 1059 61.3 470 67.7 580 72.9 677 76.9 833 82.8 1087 92.1 1087 99.0

10'-0" 5 298 26.3 370 27.3 431 28.0 542 29.0 760 30.4 760 31.4 402 37.7 499 39.5 585 41.0 736 42.9 990 45.9 990 47.8 493 60.2 610 64.5 715 67.6 900 71.9 1267 79.4 1267 85.5 516 84.0 637 91.7 748 97.1 940 106.4 1310 120.5 1310 133.3

4 260 20.1 326 20.8 383 21.3 479 21.9 658 22.8 658 23.5 354 29.4 442 30.8 519 31.7 647 33.0 868 35.0 868 36.2 434 48.3 540 51.5 635 54.1 790 57.5 1054 62.9 1054 66.7 452 69.5 565 75.6 663 80.0 823 87.2 1083 98.2 1083 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1 / 4". 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor ( Ω ) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor ( Ω ) of 2.50. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 123


3 .5 .3 D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 36/7

36/9 6''

6'' 1-1/2''

36''

1-1/2''

36''

Load Resistance Factor Design (LRFD) – Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36 / 9 or 36 / 7 End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Factor


SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G'

4'-0" 9 1322 55.7 1415 56.2 1504 56.8 1669 57.5 2076 59.2 2577 61.0 1705 78.5 1836 79.5 1961 80.0 2190 81.8 2737 84.8 3369 88.5 2060 123.5 2222 126.6 2375 128.2 2658 131.6 3325 138.9 4082 147.1 2098 172.4 2270 175.4 2433 178.6 2731 185.2 3422 196.1 4177 212.8

7 922 52.8 1024 53.7 1122 54.3 1303 55.7 1739 58.1 2238 60.2 1202 73.3 1346 74.9 1483 76.3 1734 78.5 2315 83.0 2932 87.0 1456 113.6 1634 116.3 1803 119.0 2111 123.5 2818 133.3 3554 144.9 1492 153.8 1681 158.7 1860 163.9 2185 172.4 2913 188.7 3638 208.3

5'-0" 9 1131 61.5 1232 62.5 1328 63.3 1509 64.6 1959 67.1 2517 69.9 1466 84.6 1608 86.2 1743 87.7 1995 89.9 2601 94.7 3305 100.0 1774 128.4 1949 131.6 2116 135.1 2426 139.3 3165 149.5 4009 161.3 1811 172.4 1998 178.6 2176 181.8 2503 192.3 3269 208.3 4110 227.3

7 796 57.5 904 59.0 1006 60.2 1199 62.3 1666 66.1 2204 69.4 1044 77.7 1196 80.2 1340 82.6 1607 85.9 2231 92.5 2897 99.0 1267 115.0 1454 120.6 1632 123.5 1960 131.0 2719 144.7 3514 158.7 1302 151.5 1502 158.7 1691 166.7 2037 175.4 2820 200.0 3603 222.2


9'-0" 9 717 71.4 841 74.1 965 76.9 1188 80.6 1501 88.5 1501 95.2 949 90.9 1126 96.2 1303 100.0 1602 106.4 1956 117.6 1956 129.9 1167 125.5 1387 133.0 1599 138.9 1957 150.6 2805 172.4 2805 196.1 1215 157.8 1451 168.4 1662 178.6 2041 193.9 2954 226.8 3506 263.2

7 540 64.1 664 68.5 786 71.9 997 77.5 1501 87.0 1501 94.3 725 81.3 902 87.0 1067 92.6 1360 100.0 1956 114.9 1956 128.2 891 109.1 1111 118.9 1306 126.6 1667 141.0 2525 167.2 2805 192.3 932 135.0 1161 148.5 1367 161.3 1749 179.8 2635 218.8 3506 256.4

10'-0" 9 670 71.9 794 75.2 918 78.1 1145 83.3 1216 91.7 1216 100.0 889 90.9 1066 96.2 1243 101.0 1548 107.5 1584 122.0 1584 135.1 1086 123.5 1306 131.6 1525 138.9 1893 151.5 2272 175.4 2272 200.0 1133 153.5 1369 165.2 1593 175.4 1978 193.0 2840 228.9 2840 263.2

7 511 64.5 635 69.4 757 73.5 970 79.4 1216 90.1 1216 99.0 688 80.6 865 87.7 1031 93.5 1328 102.0 1584 119.0 1584 133.3 842 106.4 1061 117.6 1263 126.6 1628 140.8 2272 169.5 2272 196.1 883 131.1 1116 145.7 1324 158.7 1711 179.4 2611 221.1 2840 263.2

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1 / 4". 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor ( Φ ) of 0.65. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolati on of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (f u > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Si delap Connectors (SLC) can be found in Section 3.5.4.

7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. 124 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3 36/4

36/5 6''

6'' 1-1/2''

36''

1-1/2''

36''

Load Resistance Factor Design (LRFD) – Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips / in.) for Standard 1-1 / 2" Deep Flutes, 6" Center-to-Center Steel Deck (F y ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-ENP-19 L15 Fasteners with 36 / 5 or 36 / 4 End and Interior Support Fastener Patterns1,2,3,4

Gauge

Sidelap Spacing

Factor


SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G' SLRFD G'

4'-0" 5 829 13.6 915 13.6 993 13.7 1131 13.8 1416 14.0 1416 14.1 1079 21.1 1198 21.2 1306 21.4 1492 21.6 1856 22.0 1856 22.3 1306 38.8 1453 39.2 1586 39.7 1812 40.3 2251 41.5 2251 42.4 1337 62.1 1492 63.3 1632 64.1 1866 65.8 2307 68.5 2307 70.9

4 674 9.9 753 9.9 823 10.0 939 10.0 1151 10.1 1151 10.2 881 15.4 989 15.5 1084 15.6 1237 15.8 1500 16.0 1500 16.2 1067 28.8 1201 29.2 1317 29.5 1502 30.0 1815 30.8 1815 31.3 1095 46.9 1235 47.8 1355 48.8 1545 49.8 1853 51.8 1853 53.2

5'-0" 5 727 16.3 820 16.4 907 16.6 1059 16.8 1376 17.1 1376 17.3 952 24.9 1083 25.3 1202 25.5 1407 25.9 1813 26.6 1813 27.1 1155 44.6 1316 45.5 1462 46.3 1712 47.4 2200 49.3 2200 51.0 1186 69.4 1356 71.4 1510 73.0 1770 75.8 2261 80.0 2261 84.0

4 600 11.9 687 12.0 765 12.1 894 12.2 1130 12.4 1130 12.6 790 18.4 910 18.7 1015 18.9 1186 19.1 1478 19.6 1478 19.9 959 33.7 1106 34.4 1235 35.0 1442 35.8 1790 37.1 1790 38.2 987 53.5 1142 55.2 1276 56.5 1487 58.1 1831 61.3 1831 64.1


9'-0" 5 517 24.8 633 25.5 732 26.0 911 26.8 1293 28.0 1293 28.8 696 35.8 851 37.3 990 38.5 1233 40.0 1723 42.4 1723 44.1 856 58.5 1040 61.7 1210 64.5 1507 68.5 2096 74.6 2096 79.4 888 83.3 1083 89.3 1263 94.3 1572 102.0 2165 114.9 2165 125.0

4 448 18.7 554 19.3 645 19.6 800 20.2 1087 20.9 1087 21.4 608 27.7 748 28.7 872 29.5 1078 30.6 1433 32.2 1433 33.2 742 46.4 914 49.1 1067 51.0 1316 54.0 1739 58.3 1739 61.3 772 67.7 953 72.9 1113 76.9 1369 82.8 1786 92.1 1786 99.0

10'-0" 5 490 26.3 607 27.3 709 28.0 891 29.0 1216 30.4 1216 31.4 661 37.7 820 39.5 961 41.0 1209 42.9 1584 45.9 1584 47.8 810 60.2 1002 64.5 1175 67.6 1479 71.9 2082 79.4 2082 85.5 848 84.0 1046 91.7 1229 97.1 1545 106.4 2152 120.5 2152 133.3

4 428 20.1 536 20.8 629 21.3 787 21.9 1081 22.8 1081 23.5 582 29.4 726 30.8 853 31.7 1063 33.0 1427 35.0 1427 36.2 713 48.3 888 51.5 1043 54.1 1299 57.5 1732 62.9 1732 66.7 743 69.5 928 75.6 1090 80.0 1352 87.2 1779 98.2 1779 106.4

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 1 / 4". 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor ( Φ ) of 0.65. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolatio n of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(( span, ft) x 12) / (SS, in.). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (f u > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 125


3 .5 .3 D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 914/9 (36/9) 914/9

c

914/7 (36/7) 914/7 152 mm

152 mm 914 mm

914 mm

38 mm

38 mm

Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N / mm) and Stiffness Factors, G', (103 N / mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center St eel Deck (F y ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-ENP-19 L15 Fasteners with 914 / 9 (36 / 9) or 914 / 7 (36 / 7) End and Interior Support Fastener Patterns1,2,3,4 Sidelap Gauge

Spacing

Factor

Hilti SLC5,6,7 900 mm o.c. 600 mm o.c. 450 mm o.c. 22 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 20 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 18 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 16 300 mm o.c. 150 mm o.c. 75 mm o.c.

SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G'

1200 9 18.2 9.7 19.4 9.8 20.6 9.8 22.9 10.0 28.4 10.3 35.0 10.5 23.4 13.7 25.2 13.8 26.9 13.9 30.0 14.2 37.4 14.7 45.7 15.4 28.3 21.7 30.5 22.2 32.6 22.2 36.4 22.7 45.5 23.8 55.4 25.6 28.8 30.3 31.2 30.3 33.4 31.3 37.5 32.3 46.8 34.5 56.7 37.0

7 12.7 9.2 14.1 9.3 15.4 9.4 17.9 9.7 23.8 10.1 30.4 10.5 16.5 12.8 18.5 13.1 20.4 13.3 23.8 13.7 31.7 14.4 39.8 15.2 20.0 19.6 22.4 20.4 24.7 20.8 28.9 21.7 38.5 23.3 48.2 25.0 20.5 27.0 23.1 27.8 25.6 28.6 30.0 30.3 39.9 33.3 49.4 35.7

1500 9 15.5 10.7 16.9 10.9 18.2 11.0 20.7 11.2 26.8 11.7 34.2 12.2 20.1 14.8 22.1 15.0 23.9 15.2 27.4 15.7 35.6 16.5 44.9 17.2 24.4 22.5 26.8 23.0 29.1 23.3 33.3 24.4 43.3 26.1 54.4 27.8 24.9 30.3 27.5 31.3 29.9 32.3 34.4 33.3 44.8 37.0 55.8 40.0

7 11.0 10.0 12.4 10.3 13.8 10.5 16.5 10.8 22.8 11.5 29.9 12.0 14.4 13.6 16.4 14.0 18.4 14.3 22.0 15.0 30.5 16.1 39.3 17.2 17.4 20.2 20.0 21.0 22.4 21.7 26.9 22.9 37.2 25.3 47.7 27.8 17.9 26.3 20.7 27.8 23.3 29.4 28.0 31.3 38.6 34.5 48.9 38.5

Span (mm) 1800 2100 2400 Fasteners Per Sheet To Support 9 7 9 7 9 7 13.5 9.6 11.9 8.7 10.7 8.0 11.4 10.6 11.9 10.9 12.2 11.1 15.1 11.3 13.6 10.4 12.4 9.7 11.7 10.9 12.3 11.4 12.7 11.8 16.5 12.7 15.2 11.9 14.1 11.3 11.9 11.2 12.5 11.8 13.0 12.2 19.1 15.5 18.0 14.7 17.1 14.1 12.2 11.7 13.0 12.5 13.7 13.0 25.7 22.1 24.8 21.6 24.1 21.2 12.9 12.6 13.9 13.6 14.7 14.5 33.6 29.6 33.1 29.3 26.8 26.8 13.5 13.5 14.7 14.5 15.6 15.6 17.7 12.8 15.7 11.6 14.2 10.7 15.4 14.0 15.8 14.2 15.9 14.3 19.9 15.0 18.2 13.9 16.7 13.1 15.8 14.6 16.3 15.0 16.6 15.2 21.8 17.0 20.2 16.0 19.0 15.3 16.1 15.2 16.7 15.6 17.2 15.9 25.5 20.8 24.0 19.9 22.9 19.2 16.7 15.9 17.5 16.6 18.1 17.2 34.2 29.7 33.2 29.1 32.4 28.6 17.9 17.4 19.0 18.5 19.9 19.4 44.2 39.0 43.7 38.9 35.0 35.0 18.9 18.9 20.4 20.0 21.7 21.3 21.6 15.6 19.3 14.2 17.5 13.1 22.7 20.2 22.7 19.9 22.4 19.6 24.1 18.3 22.1 17.0 20.5 16.1 23.5 21.3 23.6 21.2 23.6 21.1 26.5 20.8 24.6 19.6 23.1 18.7 24.4 22.2 24.4 22.2 24.4 22.2 31.0 25.4 29.3 24.4 27.9 23.6 25.3 23.7 25.8 24.2 26.2 24.6 41.7 36.3 40.5 35.5 39.6 35.0 27.6 26.7 28.7 27.8 29.5 28.6 53.7 47.3 53.1 47.0 50.1 46.8 30.3 29.4 31.3 31.3 33.3 32.3 22.1 16.1 20.0 14.8 18.1 13.7 29.9 26.0 29.3 25.3 28.6 24.5 24.8 19.0 22.8 17.7 21.3 16.7 31.1 27.6 30.7 27.2 30.2 26.7 27.4 21.6 25.5 20.4 24.0 19.5 32.3 29.4 32.3 28.6 31.3 28.6 32.1 26.5 30.4 25.5 29.1 24.7 33.9 31.4 34.1 31.6 34.2 31.7 43.2 37.7 42.1 37.0 41.2 36.5 37.7 36.2 38.6 37.2 39.3 37.9 55.2 48.6 54.7 48.3 54.3 48.1 41.7 41.7 43.5 43.5 45.5 43.5

2700 9 9.9 12.5 11.6 13.0 13.3 13.3 16.3 14.1 21.2 15.4 21.2 16.7 13.1 15.9 15.5 16.7 18.0 17.5 22.0 18.5 27.6 20.8 27.6 22.7 16.1 22.1 19.1 23.4 22.0 24.4 26.9 26.4 38.8 30.2 39.6 34.5 16.7 27.8 20.0 29.7 22.9 31.3 28.1 34.1 40.5 39.8 49.5 45.5

7 7.4 11.2 9.1 12.0 10.8 12.7 13.7 13.5 20.8 15.2 21.2 16.4 10.0 14.3 12.4 15.4 14.7 16.1 18.7 17.5 27.6 20.0 27.6 22.2 12.3 19.2 15.3 20.8 18.0 22.2 22.9 25.0 34.6 29.4 39.6 33.3 12.8 23.8 16.0 26.2 18.8 28.6 24.0 31.6 36.1 38.4 47.9 45.5

3000 9 9.2 12.7 10.9 13.2 12.6 13.7 15.7 14.5 17.2 16.1 17.2 17.5 12.2 15.9 14.7 16.9 17.1 17.5 21.3 18.9 22.4 21.3 22.4 23.3 15.0 21.7 18.0 23.3 21.0 24.4 26.0 26.3 32.1 30.3 32.1 34.5 15.6 27.1 18.9 29.1 21.9 31.3 27.2 34.0 39.9 40.2 40.1 47.6

7 7.0 11.4 8.7 12.2 10.4 12.8 13.3 13.9 17.2 15.6 17.2 17.2 9.5 14.1 11.9 15.4 14.2 16.4 18.2 17.9 22.4 20.8 22.4 23.3 11.6 18.9 14.6 20.8 17.4 22.2 22.4 25.0 32.1 30.3 32.1 34.5 12.2 23.2 15.4 25.7 18.2 27.8 23.5 31.6 35.8 38.8 40.1 45.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 6 mm. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor ( Φ ) of 0.60. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 4 Interpolati on of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the followi ng formula: SPS=(span, mm) / (SS, mm). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. 126 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3

c

914/5 (36/5) 914/5

914/4 (36/4) 914/4 152 mm

152 mm 914 mm

914 mm

38 mm

38 mm

Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N / mm) and Stiffness Factors, G', (103 N / mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (F y ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-ENP-19 L15 Fasteners with 914 / 5 (36 / 5) or 914 / 4 (36 / 4) End and Interior Support Fastener Patterns1,2,3,4 Sidelap Gauge

Spacing Hilti SLC5,6,7 900 mm o.c. 600 mm o.c. 450 mm o.c.

22 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 20 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 18 300 mm o.c. 150 mm o.c. 75 mm o.c. 900 mm o.c. 600 mm o.c. 450 mm o.c. 16 300 mm o.c. 150 mm o.c. 75 mm o.c.

Factor

SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G' SLSD G'

1200 5 11.4 2.3 12.5 2.4 13.6 2.4 15.5 2.4 19.2 2.4 19.2 2.4 14.8 3.6 16.4 3.7 17.9 3.7 20.4 3.7 25.2 3.8 25.2 3.8 17.9 6.7 19.9 6.8 21.7 6.8 24.8 7.0 30.6 7.2 30.6 7.4 18.4 10.8 20.5 11.0 22.4 11.1 25.5 11.4 31.3 11.9 31.3 12.3

4 9.2 1.7 10.3 1.7 11.3 1.7 12.8 1.7 15.6 1.7 15.6 1.8 12.1 2.7 13.6 2.7 14.8 2.7 16.9 2.7 20.3 2.8 20.3 2.8 14.6 5.0 16.5 5.1 18.0 5.1 20.5 5.2 24.6 5.3 24.6 5.4 15.0 8.1 16.9 8.3 18.6 8.4 21.1 8.6 25.2 8.9 25.2 9.3

1500 5 10.0 2.8 11.3 2.8 12.4 2.9 14.5 2.9 18.7 2.9 18.7 3.0 13.1 4.3 14.9 4.4 16.5 4.4 19.3 4.5 24.6 4.6 24.6 4.7 15.9 7.8 18.1 7.9 20.0 8.0 23.4 8.2 29.9 8.5 29.9 8.8 16.3 12.0 18.6 12.5 20.7 12.7 24.2 13.2 30.7 13.9 30.7 14.5

4 8.2 2.1 9.4 2.1 10.5 2.1 12.2 2.1 15.3 2.1 15.3 2.2 10.8 3.2 12.5 3.2 13.9 3.3 16.2 3.3 20.0 3.4 20.0 3.4 13.2 5.8 15.2 6.0 16.9 6.1 19.7 6.2 24.3 6.4 24.3 6.6 13.6 9.3 15.7 9.6 17.5 9.8 20.3 10.1 24.9 10.6 24.9 11.1

Span (mm) 1800 2100 2400 Fasteners Per Sheet To Support 5 4 5 4 5 4 9.0 7.5 8.3 7.0 7.6 6.5 3.2 2.4 3.6 2.7 4.0 3.0 10.3 8.8 9.7 8.3 9.1 7.9 3.3 2.4 3.7 2.8 4.1 3.1 11.6 9.9 11.0 9.5 10.5 9.1 3.3 2.5 3.8 2.8 4.1 3.1 13.8 11.8 13.3 11.4 12.8 11.2 3.4 2.5 3.8 2.8 4.3 3.2 18.3 15.1 18.0 15.0 17.7 14.8 3.5 2.5 3.9 2.9 4.4 3.3 18.3 15.1 18.0 15.0 17.7 14.8 3.5 2.6 4.0 3.0 4.5 3.3 11.8 10.0 10.9 9.3 10.2 8.8 4.9 3.7 5.4 4.1 5.8 4.5 13.7 11.7 12.9 11.1 12.2 10.6 5.0 3.7 5.6 4.2 6.1 4.6 15.4 13.2 14.7 12.7 14.1 12.3 5.1 3.8 5.6 4.3 6.2 4.7 18.4 15.7 17.8 15.3 17.3 15.0 5.2 3.9 5.8 4.4 6.4 4.8 24.2 19.8 23.8 19.7 23.6 19.5 5.3 4.0 6.1 4.5 6.7 5.1 24.2 19.8 23.8 19.7 23.6 19.5 5.5 4.0 6.3 4.6 6.9 5.2 14.4 12.1 13.3 11.3 12.4 10.7 8.5 6.6 9.3 7.2 9.8 7.7 16.7 14.2 15.7 13.5 14.9 13.0 8.8 6.7 9.6 7.4 10.2 8.0 18.8 16.1 17.9 15.5 17.2 15.0 9.0 6.9 9.9 7.6 10.6 8.3 22.5 19.1 21.7 18.7 21.1 18.3 9.3 7.1 10.3 7.9 11.1 8.7 29.4 24.0 29.0 23.9 28.7 23.7 9.8 7.4 11.0 8.4 12.0 9.3 29.4 24.0 29.0 23.9 28.7 23.7 10.2 7.7 11.5 8.7 12.7 9.7 14.8 12.5 13.7 11.7 12.9 11.1 13.0 10.2 13.7 10.9 14.3 11.4 17.3 14.8 16.3 14.1 15.5 13.5 13.5 10.6 14.5 11.5 15.2 12.1 19.5 16.7 18.6 16.1 17.9 15.6 13.9 11.0 14.9 11.9 15.9 12.7 23.3 19.8 22.6 19.4 22.0 19.0 14.5 11.4 15.9 12.5 16.9 13.5 30.2 24.6 29.9 24.5 29.6 24.3 15.6 12.2 17.2 13.6 18.5 14.8 30.2 24.6 29.9 24.5 29.6 24.3 16.7 12.8 18.5 14.3 20.0 15.9

2700 5 7.1 4.3 8.7 4.4 10.1 4.5 12.5 4.7 17.5 4.9 17.5 5.0 9.6 6.3 11.7 6.5 13.6 6.7 16.9 6.9 23.4 7.4 23.4 7.6 11.8 10.2 14.3 10.8 16.6 11.2 20.7 11.9 28.4 13.0 28.4 13.7 12.2 14.5 14.9 15.6 17.3 16.4 21.6 17.9 29.4 20.0 29.4 21.7

4 6.2 3.2 7.6 3.3 8.9 3.4 11.0 3.5 14.7 3.6 14.7 3.7 8.4 4.8 10.3 5.0 12.0 5.1 14.8 5.3 19.4 5.6 19.4 5.7 10.2 8.1 12.5 8.5 14.6 8.9 18.0 9.4 23.6 10.1 23.6 10.6 10.6 11.8 13.1 12.7 15.3 13.3 18.7 14.4 24.2 16.0 24.2 17.2

3000 5 6.7 4.6 8.3 4.7 9.7 4.9 12.2 5.0 17.2 5.3 17.2 5.4 9.1 6.6 11.3 6.9 13.2 7.1 16.6 7.5 22.4 7.9 22.4 8.3 11.2 10.5 13.8 11.2 16.1 11.8 20.3 12.5 28.2 13.9 28.2 14.7 11.7 14.7 14.4 16.1 16.9 16.9 21.2 18.5 29.2 21.3 29.2 23.3

4 5.9 3.5 7.4 3.6 8.6 3.7 10.8 3.8 14.7 4.0 14.7 4.0 8.0 5.1 10.0 5.3 11.7 5.5 14.6 5.7 19.4 6.1 19.4 6.3 9.8 8.5 12.2 9.0 14.3 9.4 17.8 10.0 23.5 10.9 23.5 11.5 10.2 12.2 12.7 13.2 15.0 14.1 18.5 15.2 24.1 17.1 24.1 18.5

1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness greater than or equal to 6 mm. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor ( Φ ) of 0.60. Panel buckling has been checked. 3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors. 5 Interpolatio n of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm) / (SS, mm). Round up to the next whole sidelap connector. 6 For 16 gauge steel deck or for high tensile strength (f u > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in Section 3.5.4. 7 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Pro fis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected]. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I H ilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 127


3 .5 .3 D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l

c

Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Diaphragm Table 36-7 w / X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N / mm) and Flexibility Factor, F, (mm x 10 -6 / N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3


1200 1500 1800 2100 2400 2700 3000

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

7.1 109 5.6 102 5.5 94 4.7 93 4.7 89 4.2 89 4.2 86

8.5 78 8.5 75 6.7 71 5.6 72 5.8 69 5.1 70 5.2 68

11.2 51 8.9 52 8.8 50 7.5 52 7.6 50 6.7 52 6.8 51

13.9 38 11.3 39 11.0 38 9.4 41 9.5 40 8.5 42 8.6 42

7.1 109 6.7 98 6.3 91 5.4 89 5.4 85 5.3 82 4.8 82

8.5 78 8.0 72 7.8 68 6.6 68 6.5 66 6.5 64 5.8 65

11.2 51 10.6 49 10.2 47 8.7 49 8.6 48 8.6 47 7.6 49

13.9 38 13.2 37 12.7 36 10.9 38 10.8 38 10.8 37 9.6 39

9.2 104 8.5 93 7.9 86 7.5 82 7.3 78 7.1 76 6.8 73

11.0 74 10.2 68 9.5 64 9.2 61 8.7 60 8.5 58 8.2 57

14.6 47 13.4 45 12.6 44 12.0 43 11.5 42 11.2 42 10.9 41

18.2 34 16.8 33 15.7 33 15.0 33 14.5 33 14.0 33 13.6 33

12.8 99 12.2 87 11.8 79 11.5 74 11.3 70 11.0 66 10.9 64

15.4 69 14.7 62 14.2 57 13.9 54 13.6 52 13.4 50 13.3 48

20.3 43 19.4 40 18.8 38 18.3 37 18.0 35 17.6 35 17.4 34

25.4 30 24.3 29 23.5 28 22.9 27 22.6 27 22.2 26 21.9 26


Diaphragm Table 36-4 w / X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N / mm) and Flexibility Factor, F, (mm x 10 -6 / N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3


1200 1500 1800 2100 2400 2700 3000

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

5.1 582 4.2 483 4.3 413 3.6 368 3.9 329 3.4 305 3.6 280

6.1 372 5.1 313 5.2 270 4.5 244 4.7 220 4.1 206 4.3 190

8.0 200 6.7 173 6.8 151 6.0 141 6.2 128 5.5 123 5.8 115

10.0 123 8.3 110 8.6 98 7.5 93 7.8 86 6.9 84 7.3 79

5.1 582 5.1 477 4.9 407 4.3 362 4.5 324 4.5 294 4.1 275

6.1 372 6.1 307 6.0 265 5.3 238 5.4 215 5.4 196 4.9 186

8.0 200 8.0 168 7.9 147 6.9 136 7.1 124 7.2 115 6.5 111

10.0 123 10.0 105 9.9 94 8.7 89 8.8 82 8.9 77 8.1 76

6.7 573 6.3 469 6.1 400 6.0 351 5.9 314 5.8 285 5.6 262

8.1 364 7.8 300 7.4 258 7.3 228 7.1 206 6.9 188 6.8 174

10.7 193 10.2 162 9.8 141 9.5 127 9.3 116 9.2 107 8.9 101

13.4 117 12.7 100 12.2 89 11.9 81 11.6 75 11.4 70 11.3 67

8.8 565 8.7 460 8.6 390 8.5 340 8.3 303 8.3 274 8.2 251

10.7 357 10.5 292 10.3 249 10.2 219 10.1 196 10.1 178 10.0 164

14.0 187 13.7 155 13.5 134 13.4 119 13.3 107 13.2 99 13.2 92

17.5 111 17.2 94 16.9 82 16.8 74 16.7 67 16.6 62 16.5 59


Diaphragm Table 36-7

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N / mm) and Flexibility Factor, F, (mm x 10-6 / N)

w / X-ENP-19 L15 Metric

for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1, 2, 3


1200 1500 1800 2100 2400 2700 3000

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

6.1 113 4.8 106 4.2 103 3.6 103 3.3 104 2.9 106 2.8 108

7.5 82 6.0 79 5.3 79 4.5 81 4.2 83 3.6 86 3.5 89

10.1 54 8.1 55 7.3 57 6.2 60 5.9 62 5.2 66 5.1 69

12.9 40 10.3 42 9.6 45 8.2 48 7.9 51 7.1 54 6.9 57

6.1 113 5.2 106 4.6 103 3.9 102 3.5 103 3.3 104 2.9 107

7.5 82 6.5 79 5.6 79 4.8 80 4.5 82 4.2 84 3.8 88

10.1 54 8.9 55 8.0 56 6.8 59 6.3 62 6.1 64 5.4 68

12.9 40 11.6 42 10.7 44 9.2 47 8.7 50 8.3 53 7.5 57

6.9 112 5.8 105 5.1 101 4.5 100 4.1 101 3.8 102 3.5 104

8.6 81 7.3 78 6.5 77 5.8 78 5.3 80 4.9 82 4.7 84

11.9 53 10.3 54 9.3 55 8.5 57 7.9 60 7.4 63 7.1 65

15.6 40 13.9 41 12.7 43 11.8 46 11.0 49 10.5 51 10.0 54

8.2 110 7.2 102 6.6 98 6.0 96 5.6 95 5.3 96 5.1 96

10.5 79 9.3 76 8.6 75 8.0 74 7.5 75 7.2 76 6.9 78

15.0 52 13.6 52 12.8 53 12.1 54 11.5 56 11.2 58 10.8 59

20.4 38 18.9 40 17.9 41 17.2 43 16.6 45 16.1 47 15.6 49


1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions.



D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3

c

Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Diaphragm Table 36-4 w / X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) and Flexibility Factor, F, (mm x 10-6 / N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1,2,3

No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Span (mm)

1200 1500 1800 2100 2400 2700 3000

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

4.3 589 3.5 492 3.2 430 2.6 388 2.5 358 2.2 337 2.1 320

5.4 378 4.3 322 3.9 285 3.3 262 3.2 246 2.8 235 2.7 227

7.2 205 5.9 180 5.5 165 4.7 156 4.6 150 4.0 148 4.0 146

9.3 128 7.6 116 7.4 110 6.2 107 6.2 106 5.5 107 5.5 107

4.3 589 3.8 491 3.4 428 2.8 387 2.6 356 2.5 333 2.2 318

5.4 378 4.8 321 4.2 284 3.6 261 3.4 244 3.3 232 2.9 225

7.2 205 6.6 179 6.1 164 5.3 155 5.1 149 4.8 145 4.3 145

9.3 128 8.6 115 8.2 109 7.2 106 7.1 105 6.9 104 6.1 106

4.9 587 4.3 489 3.9 426 3.4 382 3.2 351 3.1 328 2.8 311

6.2 377 5.5 318 5.1 282 4.6 257 4.2 240 4.0 227 3.9 218

8.7 204 7.8 177 7.2 162 6.8 152 6.5 145 6.1 141 5.9 139

11.5 127 10.5 114 9.9 107 9.4 103 8.9 101 8.7 101 8.5 101

6.0 584 5.5 484 5.2 419 4.8 374 4.6 341 4.5 316 4.3 297

7.6 374 7.1 314 6.7 276 6.3 250 6.1 231 6.0 216 5.8 206

11.0 201 10.3 174 10.0 157 9.6 145 9.3 138 9.2 132 8.9 128

14.8 124 14.2 111 13.7 102 13.4 97 13.2 94 12.9 92 12.7 91


Diaphragm Table 24-5 w / X-ENP-19 L15 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) and Flexibility Factor, F, (mm x 10-6 /N) for 75 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1,2,3


2400 2700 3000 3300 3600 3900 4200

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

4.1 190 3.6 188 3.8 179 3.4 179 3.6 172 3.3 173 3.4 168

4.9 144 4.5 145 4.6 139 4.2 141 4.3 136 4.0 138 4.2 134

6.6 102 5.8 105 6.1 101 5.5 104 5.8 101 5.3 104 5.5 101

8.2 79 7.3 83 7.6 80 6.9 84 7.2 81 6.7 84 6.9 82

4.7 183 4.8 174 4.3 172 4.5 165 4.5 160 4.1 160 4.2 156

5.8 138 5.9 132 5.3 133 5.3 129 5.4 125 5.1 127 5.2 124

7.6 96 7.6 93 6.9 96 7.1 93 7.2 91 6.6 94 6.7 92

9.5 74 9.6 73 8.7 75 8.8 74 8.9 73 8.3 75 8.5 74

6.7 169 6.6 161 6.3 155 6.2 150 6.2 146 6.1 142 6.0 139

8.1 125 7.9 121 7.8 117 7.6 114 7.5 112 7.4 110 7.3 108

10.7 85 10.5 84 10.2 82 10.0 81 9.9 80 9.8 79 9.6 79

13.4 65 13.2 64 12.8 63 12.6 63 12.5 63 12.2 62 12.1 62

10.8 154 10.7 145 10.6 138 10.5 132 10.5 128 10.3 124 10.3 120

13.2 112 12.9 106 12.8 102 12.7 99 12.6 96 12.6 93 12.5 91

17.3 73 17.0 71 16.9 69 16.8 67 16.7 66 16.6 65 16.5 64

21.7 54 21.5 53 21.3 52 21.0 51 20.9 50 20.8 49 20.7 49


Diaphragm Table 24-5

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, ( N / mm) and Flexibility Factor, F, (mm x 10-6 / N)

w / X-ENP-19 L15 Metric

for 75 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1,2,3


2400 2700 3000 3300 3600 3900 4200

Sidelap Connection



22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

Strength, SLSD

2.7 226 2.5 228 2.4 230 2.1 235 2.1 239 1.9 246 1.9 250

3.4 177 3.1 182 2.9 185 2.7 192 2.7 196 2.5 204 2.5 209

4.8 130 4.3 136 4.2 141 3.9 148 3.9 153 3.6 161 3.6 166

6.6 104 5.9 111 5.9 116 5.3 123 5.4 128 5.1 135 5.1 140

2.9 224 2.8 224 2.5 227 2.4 230 2.4 233 2.1 239 2.1 243

3.8 175 3.5 177 3.2 183 3.1 187 3.1 191 2.8 198 2.8 203

5.4 128 5.2 133 4.7 139 4.6 144 4.6 149 4.2 156 4.2 161

7.3 103 7.2 108 6.5 114 6.5 119 6.5 124 6.0 131 6.0 135

3.5 218 3.3 217 3.1 218 2.9 220 2.8 223 2.7 226 2.6 230

4.6 170 4.2 172 4.1 175 3.9 178 3.8 182 3.6 186 3.5 191

6.8 124 6.5 128 6.2 132 6.0 137 5.9 141 5.8 146 5.6 150

9.6 99 9.3 103 9.0 108 8.8 112 8.6 117 8.3 121 8.2 126

5.1 206 4.8 203 4.6 201 4.5 201 4.3 201 4.2 201 4.1 202

6.8 158 6.6 158 6.3 159 6.2 160 6.0 162 5.9 164 5.8 166

10.7 114 10.5 116 10.1 118 10.0 121 9.8 123 9.6 126 9.5 128

15.5 90 15.2 93 14.9 96 14.7 99 14.5 101 14.2 104 14.1 106


1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions.



3 .5 .3 D e c k F a s t e n e r s f o r A t t a c h m e n t t o S t r u c t u r a l S t e e l 3 .5 .3 .4 O r d e r i n g In f o r m a t i o n DX 860-ENP-L Decking System Tools Description

Notes Use on Demand service provides daily rental

Qty

Description

Notes

Qty

X-860-ENP Piston and and Brake Spares Pack Pack

Piston and Brake Spares Pack

1 pcs

DX 860-ENP-L Stand-Up Decking Tool

1 pcs

Accessories

Fasteners (Combos with 40-strip Cartridges) Description

Notes

Qty

X-ENP-19 MXR Bulk Fastener / / Cartridge Combo

tf ≥ 1 / 4" 4" (6 mm)

2,000 pcs

X-ENP-19 MXR Pallet Fastener / / Cartridge Combo

tf ≥ 1 / 4" 4" (6 mm)

32,000 pcs

Notes

Qty

Includes 10 fastener magazine

1 pcs

Description

Notes

Qty

MX 76 Magazine

Replacement magazine for DX 76-MX

1 pcs

DX 76 Decking System Tools Description DX 76 Hand Held Decking Tool with MX76 Magazine

Accessories

X-76-FN-15 X-76-P-ENP piston (incl. piston stopper) X-76-PS piston stopper stopper

Single fastener baseplate for DX 76 Replacement piston and stopper for DX 76

1 pcs 1 pcs

Replacement stopper stopper for DX 76

1 pcs

Description


Qty

X-ENP-19 MX Bulk Fastener / / Cartridge Combo

tf ≥ 1 / 4" 4" (6 mm)

1,000 pcs

X-ENP-19 MX Pallet Fastener / / Cartridge Combo

tf ≥ 1 / 4" 4" (6 mm)

32,000 pcs

Description


Qty

X-ENP-19 L15 Fastener Fastener (Singles)

tf ≥ 1 / 4" 4" (6 mm)

100 pcs

Fasteners (Combos with 10-strip Cartridges)

Fasteners (Non-Combo)



H i lt i S id e la p C o n n e c t o r s 3 .5 .4 3 .5 .4 .1 P r o d u c t D e s c r ip t i o n

3.5.4.1

Product Description

The Hilti Sidelap Fastening System

In addition to sidelap fastening, installers

3.5.4.2

Material Speci fications

consists of a stand up tool (SDT 30),

also have the option to fasten steel deck

3.5.4.3

Technical Data

an electric screwdriver (ST 1800) and

to bar joist up to 3 / 16" 16" in thickness.

3.5.4.4


collated Sidelap Connectors.

Using a collated 12-24 x 7 / 8 HWH4 selfdrilling screw, frame fastening can also

For nestable steel deck profiles, the tool

be performed with the SDT 30.

of choice is the SDT 30. It uses the ST

S-SLC 01 M HWH Collated Sidelap Connectors

1800 electric screwdriver to drive Sidelap

When compared with fastening

Connectors through sidelaps ranging from

individual, non-collated, screws, the

16 to 26 gauge in thickness. thickness. Featuring

SDT 30 offers the installer the capability

an adjustable torque clutch, the ST 1800

to work upright. upright. By improving the the

helps ensure proper fastening while

comfort and health of the installer,

minimizing overdrive.

productivity remains high all day, helping keep the project on time and on budget. S-SLC 01 M HWH Sidelap Connector

3 . 5 . 4 . 2 M a t e r i a l S p e c i f ic ic a t i o n s Fastener

Fastener Material

Fastener Plating

S-SLC 01 M HWH S-SLC 02 M HWH Hilti #10 HWH Screw


5 5 5

μm Zinc1

S-SLC 02 M HWH Collated Sidelap Connectors

μm Zinc2 μm Zinc2

1 EN / ISO ISO 4042 A / 3 / E 2 ASTM F 1941

3 .5 .4 .3 T e c h n ic a l D a t a Allowable Tension (Pullout or Pullover) and Shear Bearing Loads for Hilti SLC Sidelap Connectors1,2,3,4 Sheet Steel Gauge Fastener

S-SLC 01 M HWH5 S-SLC 02 M HWH

Hilti #10 HWH Screw6

22 to 22

20 to 20

18 to 18

16 to 16

Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 105

240

120

290

130

385

(0.47)

(1.07)

(0.53)

(1.29)

(0.58)

(1.71)

85

240

100

290

130

(0.38)

(1.07)

(0.44)

(1.29)

70

210

85

(0.31)

(0.93)

(0.38)

–

–

385

165

485

(0.58)

(1.71)

(0.73)

(2.16)

255

115

340

145

430

(1.13)

(0.51)

(1.51)

(0.64)

(1.91)

1 Based upon attachment of two-same thickness thickness layers of ASTM A 1008 or minimum ASTM ASTM A653 SQ33 steel deck. 2 Allowable capacities capacities based on a safety factor of 3.0. 3 Allowable tension capacities capacities based upon the controlling controlling capacity of pullout, pullover pullover or fastener tension strength. 4 Allowable shear capacities capacities calculated according according to Section 4.5 of SDI DDM03 for standard No. 12 screw. For shear capacities when used in diaphragm applications in combination with Hilti deck frame fasteners, reference Qs values in Table 8 in Section 3.5.1.8. 5 Use of S-SLC 01 M HWH with 18 gauge gauge steel deck is recommended only for standard standard tensile strength (45 ≤ fu ≤ 65 ksi) steel deck. deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. 6 Allowable shear capacities capacities calculated according according to Section 4.5 of SDI DDM03 for standard No. 10 screw.

S-SLC 02 M HWH Sidelap Connectors

Approvals / Listings Listings ICC-ES (International Code Council) ESR-2776 (AC43 for S-SLC 01 and S-SLC 02) ESR-2197 (AC43 for #10 HWH Screws) ESR-2196 (AC118 for S-SLC 02 and #10 HWH Screws) COLA (City of Los Angeles) RR 25877, RR 25678, RR 25296 FM (Factory Mutual) S-SLC 01 M HWH and S-SLC 02 M HWH fasteners for securing Class 1 Steel Roof Deck sidelaps with 1-60 and 1-90 wind uplift ratings. S-SLC 02 M HWH listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings.



3 . 5 . 4 H i l t i S id id e la p C o n n e c t o r s 3 .5 .4 .4 O r d e r i n g In f o r m a t i o n SDT Stand-Up Decking Tool System Tools Description

Notes Includes tool with depth gauge, 13 ft supply Cord and operating instructions Includes stand up tool, 2 grips, magazine, bit holder, nut setter, supply cord strain relief

Qty

Description

Notes

Qty

SDT 30 Magazine

Replacement magazine for SDT 30

1 pcs

SDT Integrated Driver & Setter

Single piece design for SDT 30

1 pcs

ST 1800 Adjustable Torque Screwdriver SDT 30 Stand Up Tool (for use with the ST 1800)

1 pcs

Accessories

Sidelap Connectors (Combos including ST 1800 & SDT 30) Description SDT 30, ST 1800 & 10,000 Sidelap Connector SDT 30, ST 1800 & 25,000 Sidelap Connector SDT 30, ST 1800 & 50,000 Sidelap Connector SDT 30, ST 1800 & 100,000 Sidelap Connector

Notes Can include collated connector choices below Can include collated connector choices below Can include collated fastener connector choices below

Qty

Can Ca n inc inclu lude de co coll llat ated ed co conn nnec ecto torr cho choic ices es be belo low w

100, 10 0,00 000 0 pcs pcs

Deck Thickness (GA)

Qty

10,000 pcs 25,000 pcs 50,000 pcs

Sidelap Connectors (Collated)* Description

1

S-SLC 01 M HWH

18 , 20, 22, 24, 26

250

S-SLC 02 M HWH

16, 18, 20, 22

250

#10 HWH Screw

18, 20, 22, 24,26

250

1 Use of S-SLC 01 M HWH with 18 gauge gauge steel deck is recommended only for standard standard tensile strength (45 ≤ fu ≤ 65 ksi) steel deck. For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH.



O p t im iz e d D i a p h r a g m S h e a r T a b l e s 3 .5 .5 Allowable Diaphragm Design Strength, plf* S ASD S ASD (seismic) (wind) 272 289 291 309 311 331 333 354 356 379 381 406 408 434 437 464 467 497 500 532 535 569 572 609 612 651 655 697 701 746 750 798 802 854 859 914 919 977 983 1046 1052 1119 1126 1197 1204 1281 1289 1371 1379 1467 1475 1570 1689 1797 1934 2057 2214 2355 2535 2697

Span = 4'-0'' Recommended Hilti Powder-Actuated Frame Fastener Pattern-Sidelap Spacing Hilti SLC (in. o.c.)* X-ENP-19 with t f ≥ 1 / 4"

X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-18 36 / 3-14 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-24 36 / 9-18 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-5 36 / 11-7 36 / 11-5 36 / 11-4 36 / 11-3

36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-20 36 / 3-18 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-10 36 / 5-8 36 / 5-7 36 / 5-6 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-7 36 / 11-4 36 / 11-3

36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-36 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-8 36 / 9-5 36 / 11-5 36 / 11-3

36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-18 36 / 3-14 36 / 4-24 36 / 4-18 36 / 4-16 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 9-24 36 / 9-18 36 / 9-14 36 / 9-8 36 / 9-6 36 / 11-6 36 / 11-4

36 / 3-48 36 / 3-30 36 / 3-24 36 / 3-18 36 / 4-30 36 / 4-24 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-48 36 / 5-8 36 / 9-24 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6 36 / 11-5 36 / 11-4 36 / 11-3

36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-20 36 / 5-16 36 / 5-12 36 / 9-48 36 / 9-42 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-8

36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-24 36 / 5-20 36 / 9-48 36 / 7-20 36 / 9-48 36 / 9-48 36 / 9-30 36 / 9-20 36 / 11-30 36 / 11-20 36 / 11-16

36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 9-48 36 / 9-48 36 / 9-30 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 11-7 36 / 11-6

36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-42 36 / 9-30 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7

36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 7-16 36 / 9-24 36 / 9-20 36 / 7-10 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-7

* Please refer to footnotes listed at the end of this section on page 138. Allowable Diaphragm Design Strength, plf* S ASD S ASD (seismic) (wind) 254 270 272 289 291 309 311 331 333 354 356 379 381 406 408 434 437 464 467 497 500 532 535 569 572 609 612 651 655 697 701 746 750 798 802 854 859 914 919 977 983 1046 1052 1119 1126 1197 1204 1281 1289 1371 1379 1467 1579 1679 1807 1923 2069 2201 2369 2520


X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-54 36 / 3-54 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-24 36 / 4-18 36 / 4-16 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 9-5 36 / 11-6 36 / 11-5 36 / 11-3

36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-5 36 / 11-5 36 / 11-3

36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-14 36 / 4-24 36 / 4-18 36 / 4-16 36 / 4-12 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-16 36 / 9-12 36 / 9-8 36 / 9-6 36 / 11-6 36 / 11-4

36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-54 36 / 3-42 36 / 3-36 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-6 36 / 11-6 36 / 11-4

36 / 3-48 36 / 3-36 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-12 36 / 5-10 36 / 9-36 36 / 9-24 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-8 36 / 9-8 36 / 9-6 36 / 9-5 36 / 11-6 36 / 11-5 36 / 11-4 36 / 11-3

36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-36 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-6

36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 5-24 36 / 5-20 36 / 5-18 36 / 9-54 36 / 9-54 36 / 9-42 36 / 9-30 36 / 9-20 36 / 11-30 36 / 11-20 36 / 11-16

36 / 4-54 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-42 36 / 9-30 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6

36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-12 36 / 9-42 36 / 9-30 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-8 36 / 9-8 36 / 9-6 36 / 11-8

36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-54 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-20 36 / 5-16 36 / 5-14 36 / 9-36 36 / 7-14 36 / 7-12 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 11-8

* Please refer to footnotes listed at the end of this section on page 138. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 133


3 .5 .5 O p t i m iz e d D i a p h r a g m S h e a r T a b l e s Allowable Diaphragm Design Strength, plf* S ASD S ASD (seismic) (wind) 237 253 254 270 272 289 291 309 311 331 333 354 356 379 381 406 408 434 437 464 467 497 500 532 535 569 572 609 612 651 655 697 701 746 750 798 802 854 859 914 919 977 983 1046 1052 1119 1126 1197 1204 1281 1289 1371 1475 1570 1689 1797 1934 2057 2214 2355


X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-60 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-18 36 / 3-14 36 / 3-12 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 11-6 36 / 9-4 36 / 11-4

36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-18 36 / 3-14 36 / 3-12 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 9-4 36 / 11-4 36 / 11-3

36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-42 36 / 3-36 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-18 36 / 9-14 36 / 9-10 36 / 9-7 36 / 9-5 36 / 11-5

36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-12 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-16 36 / 9-10 36 / 9-7 36 / 9-5 36 / 11-5

36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 5-24 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 9-20 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6 36 / 11-5 36 / 11-4 36 / 11-3

36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-12 36 / 9-36 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-6 36 / 11-6

36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-24 36 / 5-20 36 / 9-60 36 / 9-60 36 / 9-42 36 / 9-30 36 / 9-20 36 / 9-18 36 / 11-20 36 / 11-16

36 / 4-60 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-24 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-30 36 / 9-24 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6

36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-30 36 / 9-24 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-6

36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 7-16 36 / 7-14 36 / 7-12 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-6



X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-66 36 / 3-66 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 9-5 36 / 11-6 36 / 11-4 36 / 11-3Z

36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-6 36 / 11-4 36 / 11-3

36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-14 36 / 9-10 36 / 9-7 36 / 9-5 36 / 9-4

36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-66 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-12 36 / 9-8 36 / 9-6 36 / 11-6

36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-24 36 / 5-8 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-6 36 / 11-7 36 / 11-6 36 / 9-4 36 / 11-4 36 / 11-3

36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-60 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-7

36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 5-24 36 / 5-20 36 / 5-18 36 / 9-60 36 / 9-42 36 / 9-30 36 / 9-24 36 / 9-18 36 / 11-20 36 / 11-18 36 / 11-12

36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-12 36 / 9-30 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-6 36 / 11-7 36 / 11-6

36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 7-8 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-6

36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-66 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-7 36 / 11-7

* Please refer to footnotes listed at the end of this section on page 138. 134 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011




X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-72 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 4-14 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-14 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-7 36 / 9-6 36 / 9-5 36 / 11-5 36 / 11-3

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-7 36 / 11-7 36 / 11-5 36 / 11-3

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-12 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-12 36 / 9-8 36 / 9-6 36 / 11-6

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-24 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-12 36 / 9-8 36 / 9-7 36 / 9-5

36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6 36 / 11-5 36 / 11-3

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-18 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-24 36 / 5-20 36 / 9-48 36 / 9-42 36 / 9-30 36 / 9-24 36 / 9-20 36 / 11-24 36 / 11-18 36 / 11-12

36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 11-7

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 9-16 36 / 9-12 36 / 7-8 36 / 9-8 36 / 9-6 36 / 11-6



X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 4-8 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-6 36 / 11-7 36 / 9-4 36 / 11-4 36 / 11-3

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 9-12 36 / 7-8 36 / 9-8 36 / 9-6 36 / 9-4 36 / 11-4

36 / 3-78 36 / 3-78 36 / 3-78 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-12 36 / 5-12 36 / 5-10 36 / 5-8 36 / 9-12 36 / 7-7 36 / 9-7 36 / 9-5

36 / 3-78 36 / 3-78 36 / 3-78 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-20 36 / 9-14 36 / 9-10 36 / 9-7 36 / 11-7

36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-12 36 / 5-12 36 / 5-10 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-7 36 / 9-6 36 / 9-5 36 / 11-5 36 / 11-4 36 / 11-3

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-6

36 / 4-78 36 / 4-78 36 / 4-78 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 9-42 36 / 9-30 36 / 9-24 36 / 9-20 36 / 9-18 36 / 11-20 36 / 11-14

36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-14 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 7-12 36 / 9-14 36 / 9-12 36 / 7-7 36 / 9-7 36 / 11-7





X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-18 36 / 5-8 36 / 5-7 36 / 5-6 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-7 36 / 11-5 36 / 11-4

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 4-8 36 / 5-10 36 / 5-8 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-6 36 / 11-5 36 / 11-4

36 / 3-84 36 / 3-84 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-10 36 / 5-8 36 / 9-12 36 / 9-8 36 / 9-6 36 / 9-5

36 / 3-84 36 / 3-84 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-16 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-18 36 / 9-12 36 / 9-10 36 / 9-7 36 / 11-7

36 / 3-48 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-10 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 9-6 36 / 9-5 36 / 11-5 36 / 11-4 36 / 11-3

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 9-20 36 / 9-18 36 / 9-16 36 / 9-12 36 / 9-10 36 / 9-10 36 / 9-8 36 / 11-8 36 / 11-6

36 / 4-84 36 / 4-84 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 5-24 36 / 5-20 36 / 5-18 36 / 9-36 36 / 7-16 36 / 9-24 36 / 9-20 36 / 11-20 36 / 11-18 36 / 11-12

36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 9-24 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 9-20 36 / 9-18 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 11-8 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-18 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 7-12 36 / 9-14 36 / 9-12 36 / 7-7 36 / 9-7 36 / 11-6



X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 5-7 36 / 5-6 36 / 7-7 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-6

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-18 36 / 5-8 36 / 5-7 36 / 5-6 36 / 9-8 36 / 11-8 36 / 9-5

36 / 3-90 36 / 3-90 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-30 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-18 36 / 5-7 36 / 9-10 36 / 9-7 36 / 11-7

36 / 3-90 36 / 3-90 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-14 36 / 7-8 36 / 9-8 36 / 9-6

36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-14 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-18 36 / 5-8 36 / 5-7 36 / 9-10 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 11-7 36 / 9-5 36 / 11-4

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-20 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-7 36 / 11-6

36 / 4-90 36 / 4-90 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-20 36 / 9-36 36 / 7-18 36 / 7-16 36 / 7-14 36 / 9-18 36 / 11-20 36 / 11-14

36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 9-16 36 / 9-12 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 9-6 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 5-16 36 / 5-12 36 / 5-12 36 / 9-18 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-7 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 9-14 36 / 7-10 36 / 9-10 36 / 9-7 36 / 11-7

* Please refer to footnotes listed at the end of this section on page 138. 136 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011




X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-5

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 5-7 36 / 7-8 36 / 9-8 36 / 9-6

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-7 36 / 7-7 36 / 9-7 36 / 9-5

36 / 3-96 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-10 36 / 5-10 36 / 7-10 36 / 7-8 36 / 9-8 36 / 9-6

36 / 3-48 36 / 3-48 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 9-16 36 / 5-8 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 9-7 36 / 9-6 36 / 9-5 36 / 11-6 36 / 11-4

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 4-12 36 / 5-12 36 / 5-12 36 / 9-18 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-7 36 / 11-6

36 / 4-96 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 7-18 36 / 7-16 36 / 9-24 36 / 9-20 36 / 7-12 36 / 11-18 36 / 11-12

36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-20 36 / 7-12 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-10 36 / 9-8 36 / 9-7 36 / 11-8 36 / 11-7 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-16 36 / 5-20 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-18 36 / 9-14 36 / 7-10 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-7 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 7-12 36 / 9-14 36 / 7-10 36 / 9-10 36 / 9-7 36 / 11-7



X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-10 36 / 5-10 36 / 5-8 36 / 9-12 36 / 9-10 36 / 7-7 36 / 9-8 36 / 9-7

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-16 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 5-8 36 / 5-7 36 / 7-7

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-36 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-20 36 / 4-16 36 / 4-14 36 / 5-16 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 5-8 36 / 9-10 36 / 9-8 36 / 9-6

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 5-10 36 / 5-8 36 / 9-10 36 / 7-7 36 / 11-8

36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-20 36 / 3-20 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-10 36 / 5-10 36 / 9-14 36 / 5-8 36 / 5-7 36 / 9-10 36 / 9-8 36 / 9-7 36 / 9-7 36 / 9-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-18 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-10 36 / 9-7

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 5-20 36 / 7-20 36 / 7-18 36 / 7-16 36 / 9-20 36 / 9-18 36 / 11-18 36 / 11-14

36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 5-14 36 / 5-12 36 / 9-18 36 / 9-14 36 / 7-10 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8 36 / 9-7 36 / 9-6 36 / 11-6

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-18 36 / 9-16 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-7

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-14 36 / 9-16 36 / 9-14 36 / 9-10 36 / 9-8 36 / 11-8 36 / 11-6





X-EDN19* with 3 / 16" ≤ t f ≤ 3 / 8"

X-EDNK22 with 1 / 8" ≤ t f < 3 / 16"

22 ga.

20 ga.

18 ga.

16 ga.

22 ga.

20 ga.

18 ga.

22 ga.

20 ga.

18 ga.

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 4-12 36 / 4-10 36 / 5-12 36 / 5-10 36 / 9-14 36 / 5-8 36 / 5-7 36 / 9-10

36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-10 36 / 5-10 36 / 9-12

36 / 3-120 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-18 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-10 36 / 9-14 36 / 9-10 36 / 7-7

36 / 3-120 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 3-16 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-12 36 / 9-14 36 / 9-12 36 / 7-7

36 / 3-72 36 / 3-60 36 / 3-48 36 / 3-48 36 / 3-42 36 / 3-36 36 / 3-30 36 / 3-24 36 / 3-24 36 / 3-20 36 / 4-24 36 / 3-16 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 4-10 36 / 5-10 36 / 5-10 36 / 9-14 36 / 9-12 36 / 9-10 36 / 9-8 36 / 9-8

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-16 36 / 9-14 36 / 7-10 36 / 9-10

36 / 4-120 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 5-20 36 / 5-18 36 / 7-18 36 / 9-24 36 / 9-20 36 / 7-12 36 / 11-14

36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-36 36 / 4-30 36 / 4-24 36 / 4-24 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 4-12 36 / 5-12 36 / 9-18 36 / 9-16 36 / 9-14 36 / 7-10 36 / 9-10 36 / 9-10 36 / 9-8 36 / 9-7

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 4-16 36 / 4-14 36 / 5-16 36 / 5-14 36 / 5-12 36 / 9-16 36 / 9-14 36 / 7-10 36 / 9-10

36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-72 36 / 4-60 36 / 4-60 36 / 4-48 36 / 4-48 36 / 4-42 36 / 4-36 36 / 4-30 36 / 4-30 36 / 4-24 36 / 4-20 36 / 4-20 36 / 4-18 36 / 4-16 36 / 5-18 36 / 5-16 36 / 5-14 36 / 5-12 36 / 7-12 36 / 9-12 36 / 9-8 36 / 9-7

1

S ASD (seismic) values calculated by using a safety factor ( Ω ) of 2.50 for seismic loads. For SLRFD (seismic), multiply S ASD (seismic) by 2.50 and then by a resistance factor ( Φ ) of 0.65. For SLSD (seismic), multiply S ASD (seismic) by 2.50 and then by a resistance factor ( Φ ) of 0.60.

2

S ASD (wind) values calculated by using a safety factor ( Ω ) of 2.35 for seismic loads. For SLRFD (wind), multiply S ASD (wind) by 2.35 and then by a resistance factor ( Φ ) of 0.70. For SLSD (wind), multiply S ASD (wind) by 2.35 and then by a resistance factor ( Φ ) of 0.65.

3

Tabulated fastening patterns apply to standard (Fy ≥ 33 ksi; Fu ≥ 45 ksi) or high strength (Fy ≥ 80 ksi; Fu ≥ 92 ksi) 1-1 / 2" deep, 6" center-to-center types B and BI steel deck.

4

With tf ≤ 1 / 4", X-EDNK22 may be used alternatively to X-EDN19

5

At diaphragm perimeter, Hilti powder-actuated frame fasteners should be spaced at identical spacing as sidelap connectors.

6

Panel buckling has been checked. Diaphragm shear stiffness should be calculated separately. Refer to Section 3.5.1.8.

7

Interpolation of diaphragm shear strength values is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use calculations as discussed in Section 3.5.1.8 to determine diaphragm shear capacities directly.

8

Additional diaphragm fastening patterns and optimized attachment options can be developed from Hilti Profis DF Diaphragm Software version 2.0. Contact Hilti Technical Services or find more information at www.us.hilti.com (USA) or www.hilti.ca (Canada).

9

To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span,ft) x 12) / (SS, in.). Round up to the next whole sidelap connector.

10 For 16 gauge steel deck or for high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. For more information on Hilti Sidelap Connectors refer to Section 3.5.4. 11 For diaphragm shear load values using Hilti #10 HWH screws, please use Hilti's Profis DF Diaphragm or contact Hilti at 877-749-6337 or [email protected].



X -H V B S h e a r C o n n e c t o r 3 . 5 . 6 3 .5 .6 .1 P r o d u c t D e s c r ip t i o n The Hilti X-HVB shear connector is a mechanically attached shear transfer device for use in composite beam construction with steel beams and concrete slabs as an alternate to welded studs.

Guide Speci fication Shear Connector: Shear connectors

shall be one piece formed steel with zinc plating in accordance with ASTM B 633 SC 1 Type III. Connectors shall be Hilti X-HVB as supplied by Hilti Inc.

Product Features

3.5.6.1

Product Description

3.5.6.2


3.5.6.3

Technical Data

3.5.6.4


3.5.6.5


Installation: Shear connectors shall be

• Ductile connections

installed using Hilti X-ENP-21 HVB powder-actuated fasteners in accordance with manufacturer’s recommendation. (Note: Do not use X-ENP-19 L15.)

• Minimal damage to coatings • Fast and simple installation • Install in virtually any weather • No electrical power source required

3 .5 .6 .2 M a t e r i a l S p e c i fi c a t i o n X-HVB: Carbon Steel with Fu = 39,000 psi Zinc plated for corrosion resistance in accordance with ASTM B 633, SC 1, Type III.

3 .5 .6 .3 T e c h n ic a l D a t a

s

n o c

H Y r

h

wr

wr

Product Selection and Performance in Concrete Over Metal Deck Composite Floor Slabs3 X-HVB Connector

X-HVB80 X-HVB95 X-HVB110 X-HVB125

Nominal Shear Strength1, Q n lb (kN)

Allowa ble Shear Strength2, q lb (kN)

1-3 / 4

6294

3147

(45)

(45)

(28.0)

(14.0)

4-1 / 4

2-3 / 8

2-1 / 4

(108)

(60)

(57)

4-13 / 16

2-15 / 16

2-5 / 8

7868

3934

(35.0)

(17.5)

Connector Height, Hs in. (mm)

Minimum Slab Thickness, Y con in. (mm)

Maximum Rib Height, hr in. (mm) wr / hr ≥ 1.8 wr / hr < 1.8

3-1 / 8

3-11 / 16

1-3 / 4

(80)

(93)

3-3 / 4

(95) 4-5 / 16

(110)

(123)

(75)

(66)

4-15 / 16

5-7 / 16

3-1 / 8

2-15 / 16

(125)

(138)

(80)

(75)

1 Nominal shear strength to be used for designs per AISC-LRFD and unfactored shear resistance per AISC design formulas. 2 Allowable shear strength to be used for designs per AISC-ASD. 3 Tabulated load values based upon installation in base steel greater than or equal to 5/16".



3 . 5 . 6 X -H V B S h e a r C o n n e c t o r Strength Reduction Factors for Concrete Over Metal Deck Composite Floor Slabs Ribs perpendicular to the beam

Ribs parallel to the beam

Number of XHVB’s in One Rib

Rg

1

1.00

wr

2

0.85

hr

≥ 3

0.70

wr

Condition

Rg

≥ 1.5

1.00

< 1.5

0.851

hr 1 For a single shear connector.

Connector placement along the beams

De flections

The ductile performance of the X-HVB connector allows distribution of the calculated required number of X-HVB’s uniformly between the points of zero and maximum moment.

Beam deflections are computed by conventional elastic formulas. For beams with partial shear connection, de flections may be estimated by using the following formula for the effective moment of inertia:

Point loads

Application of large point loads causes abrupt changes in shear. To avoid excessive slip, additional X-HVB connectors may be necessary between the point load and the support. Partial shear connection

AISC-LRFD and AISC-ASD both require that the capacity of the installed shear connectors must be no less than 25% of the calculated shear load for full composite design. This requirement is applicable, independent of whether welded studs or X-HVB’s are used for the shear connection.

I ef f ls n l tr

= = = =

I s + n x ( l t r – ls ) moment of inertia of steel section connection fraction moment of inertia with 100% connection

Continuous beams

Hilti X-HVB shear connectors are also suitable for use in continuous composite beams. The connectors are distributed uniformly between the point of zero moment and the point of maximum moment.

To obtain access to Hilti’s BDES Composite Design Software, which designs and analyzes composite and non-composite beams using X-HVB shear connectors under distributed and point loads in accordance with AISC LRFD, contact Hilti Technical Support at 1-877-749-6337.



X -H V B S h e a r C o n n e c t o r 3 . 5 . 6 3 . 5 . 6 . 4 I n s t a l la t i o n in s t r u c t i o n s Connector Positioning (metal decking ribs transverse to beam)

1. One to three X-HVB’s per rib. =

=

2 X-HVB’s transverse or parallel to beam. =

≥ 1-9 16" 40  /

16" ≥ 1-9  / 40

Wr ≥1-9 / 16"

Wr ≥1-9 / 16"

3. With one X-HVB per rib, the leg may be either centered in the rib or positioned to give a 1-9 / 16" (40 mm) clearance to the side of the rib. ≥ 2" 50 

=

5b. Spacings along the ribs (other decking profiles)

≥ 2" 50  ≥ 4" 100 

≥ 4" 100 

Minimum spacing ≥ 2" (50 mm), however for decking profiles with: hr < 1.8, the wr / m < 0.7 and w / r minimum spacing is increased from 2" to 4" (50 to 100 mm).

>>10 4"

≤ 2"

4. With two or three X-HVB’s per rib, the legs may be either centered in the rib or alternated about the center.

m = spacing of ribs

5a. Spacing along the ribs (2" and 3" U.S. composite floor deck pro files)

6. If the decking has a stiffener in the rib bottom, position the X-HVB’s against the stiffener.

Connector Positioning (ribs parallel to beam and solid slabs) ≤ 4Y or 24" conor 600  4d ≥100 4"

X-HVB’s may be placed with zero clearance to edge of flange.

50 ≥ 2"

n o

d c

Y

3 .5 .6 .5 O r d e r in g In f o r m a t i o n X-HVB Shear Connectors* Description

X-HVB80 X-HVB95 X-HVB110 X-HVB125

Qty / P kg

250 250 250 200

Setting Equipment for X-HVB Shear Connectors Description

DX-76 X-76-F-HVB Baseplate X-76-P-HVB Piston X-76-PS Stop Ring

* X-HVB shear connectors must be fastened with the X-76-F-HVB fastener guide, the X-76-P-HVB piston and the X-ENP-21 HVB fastener (sold separately)


Screw Fastening Systems

3 .6 .1 S e l f -D r i llin g S c r e w F a s t e n e r S e l e c t io n & D e s ig n 3 . 6 . 1. 1 D r i l l P o i n t S e l e c t i o n Top Material to be Drilled Bottom Material to be Drilled

Total Thickness to be Drilled

Top Material to be Drilled Void or Insulation Bottom Material to be Drilled


Hole Diameter Larger than Screw Threads Top Material Void or Insulation Bottom Material to be Drilled

Drill Flute The length of the drill flute determines the metal thickness that can be drilled. The Drill Flute flute itself provides a channel for chip removal during drilling action. If it becomes completely embedded in material, drill chips will be trapped in the flute and cutting action will cease. This will cause the point to burn up or break.


Point Length The unthreaded section from the point Point to the first thread Length should be long enough to assure the drilling action is complete before the first thread engages the drilled metal. Screw threads advance at a rate of up to ten times faster than the drill flute can remove metal. All drilling therefore should be complete before threads begin to form.

Drilling Through Wood to Metal If your applicaWinged tion calls for drilling Reamer through wood over 1 / 2" thick, a clearance hole is required. Select a fastener with breakaway wings for this type of job. The wings will ream a clearance hole and break-off when they contact metal surface (minimum metal thickness 0.06") to be drilled.

Drilling Capacity – Material Thickness Recommendations (Steel to Steel) ) . n i ( d e l l i r d e b o t l a i r e t a m f o s s e n k c i h T

0.500

#2 Point

#3 Point

#5 Point

#4 Point

0.500

0.400 0.300 0.250 0.210

0.200 0.100

0.100

0.110

0.140

0.250

0.220

0.175

0.100

0.110

0.110

0.110

#8

#10

#12

#14

0.250 0.175

0.175

#12

#14

0.035

Screw Diameter

#6, #8

#10

#12

Note: Meets or exceeds ASTM C 1513. Shaded areas represent total thickness of all steel including any void spaces between layers.



S e l f -D r i llin g S c r e w F a s t e n e r S e le c t io n & D e s ig n 3 .6 .1 3 . 6 . 1. 2 T h r e a d S e l e c t i o n Metal Gauge

Fraction to Decimal

Aluminum Sheet Metal Gauge (Approx. Thickness in decimal parts of an inch)

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

0.1285 0.1144 0.1019 0.0907 0.0808 0.0720 0.0641 0.0571 0.0508 0.0493 0.0403 0.0359 0.0320 0.0285 0.0253 0.0226 0.0201 0.0179 0.0159 0.0142 0.0126

0.1644 0.1495 0.1345 0.1196 0.1046 0.0897 0.0747 0.0673 0.0598 0.0538 0.0474 0.0418 0.0358 0.0329 0.0295 0.0269 0.0239 0.0209 0.0179 0.0164 0.0149

Fraction (in.)

Decimal Equivalent (in.)

1 / 64 1 / 32 3 / 64 1 / 16 5 / 64 3 / 32 7 / 64 1 / 8 9 / 64 5 / 32 11 / 64 3 / 16 13 / 64 7 / 32 15 / 64 1 / 4

0.015 0.031 0.046 0.062 0.078 0.093 0.109 0.125 0.140 0.156 0.171 0.187 0.203 0.218 0.234 0.250

Thread Length

Always choose a fastener with sufficient threads to fully engage in the base metal. For attachments to 1 / 4" base steel, a self-drilling screw should have at least 1 / 4" of threads. It is helpful, but not critical, that the threads also engage in the material being fastened. The head of the fastener provides the bearing force for the material being fastened, while the threads provide the clamping force in the base material. Clamping Material Being Fastened Base Material Threading

Thread Pitch

Screw Diameter Number

Decimal Equivalent (in.)

#6 #7 #8 #10 #12 1 / 4 5 / 16

0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 0.3125

The importance of IBC 2006 / 2009 compliant screws.

ICC-ES ESR-2196 provides IBC 2006 / 2009 recognition of Hilti’s Self-Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti’s Self-Drilling Screw Fasteners to the latest IBC code requirements in ICC-ES AC118 Acceptance Criteria for Self-Tapping Screw Fasteners, as well as the AISI S904 and AISI S905 test standards. AC118 provides the IBC code recognition and quality assurance for screw fasteners. ESR-2196 recognizes many types of Hilti screws for the most common applications including CFS connections, gypsum to CFS, etc. Speci fically, ESR-2196 covers the HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style Hilti screws. To ensure IBC 2006 / 2009 compliance of s crews on your next project, reference ESR-2196.

The thickness of material being fastened and diameter of the screw determine the type of thread pitch to be used. In general, the thinner the fastened materials, the fewer the number of threads. The thicker the material, the greater the number of threads. This principle is due to two primary methods of thread engagement / holding power: Clamping and Threading. In light gauge metal, the materials are actually being clamped together by the upper and lower threads. Clamping

Thinner base material requires a coarser thread pitch to assure proper clamping. The thicker the material, the finer the threads must be. In very thick metal (3 / 8" to 1 / 2" thick), a fine thread is advisable. This will allow the thread to tap into the base material with less installation torque than a coarse thread.

Thread Engagement



3 .6 .1 S e l f -D r i llin g S c r e w F a s t e n e r S e l e c t io n & D e s ig n 3 . 6 . 1. 3 H e a d S t y le S e l e c t i o n

HWH (HHWH)

PPH (PPFH)

PFH

PWH

PBH

(High) Hex Washer Head : Washer face provides a bearing surface for the driving sockets.

Phillips Pan (Framing) Head: Conventional head for general applications and provides low profile fastening.

Phillips Flat Head: Used primarily in wood to countersink and seat flush without splintering the wood.

Phillips Wafer Head: Large head provides the bearing surface necessary to seat flush in soft materials.

Phillips Bugle Head: Used primarily for fastening drywall, plywood or insulation board to steel studs.

PTH (MPTH)

PPCH

PFTH

PFHUC

SHWH

(Modified) Phillips Truss Head: Large head and low pro file provides surface area needed to attach wire lath to metal stud.

Phillips Pancake Conventional Head: Head for general applications and provides low and flat profile.

Phillips Flat Truss Head: Lowest pro file head available for attaching metal to metal.

Pancake Framing Head Undercut: Used for countersinking where a full head taper would cause stand-off of the screw.

Slotted Hex Washer Head: Hex washer head with slot in center to provide additional drive connection.

3 . 6 . 1. 4 S e a l in g C r i t e r i a

3 . 6 . 1. 5 L e n g t h S e l e c t i o n

Sealing washer screws offer weather resistant fastenings where moisture or condensation is a factor. The washer helps seal the hole to help prevent moisture from dripping into the fastener threads, reducing corrosive build-up. As added protection against corrosion, all sealing washer screws come standard with Kwik-Cote coating. The torque control or depth gauge of the electric screwdrivers help ensure that the optimal seal is applied. (Reference Section 3.6.1.7).

Length of the screw (L)

Depending on the screwhead, there are two different ways to measure the overall length of a screw. For HWH / HHWH, PPH, PTH, PFTH, SHWH and PPCH screws, the overall length is measured from the bottom of the washer under the head to the point of the screw. For PWH, PFH, PBH and PFHUC screws, the overall length is measured from the top of the head to the point of the screw.

MT Maximum Total Thickness (MT)

The maximum total thickness (MT) for all screws is the length of the threads reduced by the first three threads (protruding past the back-side of the base material). See drawings above and below. The maximum total thickness (MT) describes the maximum thickness of all attachments to be fastened plus the base material.

MT



S e l f -D r i llin g S c r e w F a s t e n e r S e le c t io n & D e s ig n 3 .6 .1 3 . 6 . 1. 6 C o r r o s i o n R e s i s t a n c e G u i d e l i n e s Self-Drilling Screw Fastener Selection Guidelines1,2,3,6 High Indoor & Exterior - Wet: Environment

Low Indoor - Dry:

Medium Indoor & Exterior - Dry:

no moisture exposure

minimal moisture exposure

Heavy industrial or coastal areas with high prolonged moisture levels but no direct exposure to chlorides, and average temperatures below 86 °F (30 °C).

Connection Type

Untreated Lumber-to-steel, steel-to-steel, gypsum-to-steel applications

Pressure Treated4 or Fire Retardant Lumber-to-steel; aluminum-to-steel; dissimilar metals

Untreated Lumber-to-steel, steel-to-steel, gypsum-to-steel applications; cement board-to-steel


Screw Fastener Descriptions

Hardened Carbon Steel fasteners with electro-galvanized (min. 5 - 13 microns), black phosphate coatings

Carbon Steel, two-step heat treated fasteners with Kwik-Cote coating

Hardened Carbon Steel fasteners with Kwik-Cote coating

Carbon Steel, two-step heat treated fasteners with Kwik-Cote coating

300 series5 stainless steel fastener

Hilti Kwik-Flex

Hilti Bi-Metal Kwik-Flex

Section 3.6.4

Section 3.6.5

Screw Fastener Designation

Hilti Zinc Plated Screws

Hilti Kwik-Flex

Hilti Self-Drilling Screws with Kwik-Cote or Kwik-Seal Designation

Product Technical Guide Section

Section 3.6.2 or 3.6.3

Section 3.6.4

Section 3.6.2

Untreated Lumber-to-steel, steel-to-steel, gypsum-to-steel applications


1 If the moisture content of Pressure Treated Lumber is high (> 18%) or unknown, stainless steel fasteners are recommended. Select appropriate stainless steel grade for your application. 2 Guidelines based on fastener coating /material resistance to environmental corrosion (commonly called rusting) and fastener hardening process/ resistance to hydrogen assisted stress corrosion cracking (HASCC). Evaluate site conditions which may affect these guidelines, such as: corrosive agents other than those listed; expected service life; other ( non-environmental) types of corrosion, etc 3 In highly corrosive environments (such as direct exposure to chlorides with average temperatures above 86 °F (30 °C)) it is generally recommended that a Highly Corrosive Resistant (HCR) fastener be used. Contact Hilti Technical Support at 877-749-6337 for more information. 4 Pressure treated lumber refers to lumber such as SBX/DOT, Zinc borated ACQ, CA-B, CBA-A treated lumber. 5 Most 400 series stainless steels, such as 410 stainless steel, 410 super-passivated stainless steel and 400 modified stainless steel are generally considered susceptible to HASCC. Moreover, these grades of stainless steel are 18/0 – they contain chromium but no nickel which reduces corrosion resistance significantly when compared to 18/8 grades (302, 304) or 18/8/2 grade (316). 6 The decision as to which fastener optimally meets the demands of a specific application is ultimately the judgment of the Engineer of Record or other responsible person for the project.



3 .6 .1 S e l f -D r i llin g S c r e w F a s t e n e r S e l e c t io n & D e s ig n 3 . 6 . 1. 7 H i l t i S c r e w F a s t e n e r I n s t a l la t i o n I n s t r u c t i o n s It is essential that proper rpm, setting depth and torque be utilized when installing Hilti screws. Install self-drilling screws perpendicular to the work surface. The self-drilling feature of the screw will drill a hole completely through the base material before tapping the threads. Do not apply excessive pressure. Too much pressure will slow the speed of the screwdriver, increasing the installation time and possibly leading to drill tip failure. The variable speed motors of Hilti screwdrivers enable the operator to start the screw in a precise position and drive it at the speed best suited for the application. Below, two recommended tools are discussed in detail. The tables below provide additional suggested tools as well as common socket and bit sizes. Common Socket & Bit Sizes Screw Size

Magnetic Nut Setter Size

Phillips Bit Size

#8 #10 #12 1 / 4"

1 / 4" 5 / 16" 5 / 16" 3 / 8"

2 2 3 3

The Hilti SD 2500 Siding Edition features a 2,500 rpm motor for fastening self-drilling screws in steel up to 1/4" (6 mm) thick. There is a depth gauge on the front of the tool for correct depth setting of screws. The Hilti ST 1800 Heavy Duty Torque Adjustable Screwdriver features a 1,800 rpm for fastening self-drilling screws in steel up 1/2" (12 mm) thick. There is a depth gauge on the front of the tool for correct depth setting of screws. There is also an 18 position adjustable torque clutch for correct torque release setting of screws. By avoiding overdriving, proper torque adjustment will deliver consistent fastening quality. The ST 1800 may also be operated with the SDT-30 for a stand-up decking system to fasten steel deck sidelaps. Please reference the table on torque considerations below for more information on proper installation of Hilti Screw Fasteners.

Torque Considerations for Screw F astening Applications3 No depth gauge or torque clutch required

Applications

These include, but are not limited to, typical applications involving interior drywall fastening, exterior sheathing, metal framing, HVAC duct and plywood to metal.

These applications may not require a corded or cordless screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge. Considerations1

Suggested Tools2

This is because the applications are considered nonstructural and/or possess sufficient redundancy in fastening points that any impact of over-driving may be sufficiently mitigated.

Corded: SD 2500, SD 4500, ST 1800, SD 2500 Siding Edition, SI 100 Cordless: SF/H 14, SF/H 18, SD 4500-A, SID 144, SIW 144

Depth gauge or torque clutch required

These include, but are not limited to, typical applications involving metal decking (both frame and sidelap), metal siding (both frame and sidelap), exterior façade and window glazing. Any application involving sealing washers requires a depth gauge or torque clutch to help ensure that an optimal seal is achieved. These applications must utilize a corded or cordless screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge in order to ensure consistent fastening and achieve published connection capacities. This is because the applications are considered structural elements of the design. Over-driving may cause connection failures or fastener failures that possibly compromise the integrity of the connection. Corded: SD 2500, SD 4500, ST 1800, SD 2500 Siding Edition Cordless: SF/H 14, SF/H 18, SD 4500-A

1 Whether an application requires a depth gauge or torque clutch is the judgment of the person responsible for the project. If conditions are unknown or in doubt, use a screwdriver that features either an adjustable torque clutch or a properly adjusted depth gauge. 2 All published screw fastening connection capacities were developed using corded or cordless screwdriver tools with adjustable torque clutches. Over-driving a screw fastener can cause a connection failure in lighter gauge and lower strength steel base materials (the threads tapping the base material are stripped by excessive torque) or a fastener failure in heavier gauge and higher strength steel base materials (the screw is damaged or sheared by excessive torque). This type of damage is not always visually detectable. Regardless of the tool or its torque setting, test fastenings should always be performed to verify the appropriate torque is being applied. 2 For additional information, consult the Hilti Product Technical Guide or contact Hilti Technical Services at 877-749-6337.



S e l f - D r illin g S c r e w s 3 .6 .2 3 .6 .2 .1 P r o d u c t D e s c r ip t i o n The Hilti Self-Drilling Screws are designed to drill their own hole in steel base materials up to 1 / 2" thick. These screws are available in a variety of head styles, thread lengths and drill- flute lengths for screw diameters #6 through 1 / 4". Hilti self-drilling screws meet ASTM C 1513, ASTM C 954 and SAE J78 standards, as applicable.

Product Features

• Hex head for metal-to-metal applications • Flush head for wood-to-metal applications

3.6.2.1

Product Description

3.6.2.2


3.6.2.3

Technical Data

3.6.2.4


3.6.2.5


• For metal from 0.035" to 0.500" thick • Winged reamers for wood over 1 / 2" thick • Stitch screws for light gauge metal-to-metal • Sealing screws for water resistant fastenings

3 .6 .2 .2 M a t e r i a l S p e c i fi c a t i o n s Material Heat Treatment

ASTM A 510 Grade 1018-1022


Case hardened and tempered • Sizes 8, 10 and 12: 0.004" to 0.009" case depth • Size 1 / 4": 0.005" to 0.011" case depth



RR 25678

• Wood decking screws: Black Phosphate (8-18 x 1-5 / 16" PFH #3 and 8-18 x 1-15 / 16" and 5 / 16" PFH #3) • Kwik-Cote and Kwik-Seal screws: 0.0007" to 0.0015" Kwik-Cote Treatment Note: Due to environmental considerations, Hilti does not plate with cadmium. • Most Hilti zinc plated screws conform to ASTM F 1941 (which replaces ASTM B 633), as tested in accordance with ASTM B 117. The minimum zinc thickness is 5 microns. Refer to Section 3.6.2.5 for screw coating information.

Plating

Kwik-Cote Treatment

Kwik-Cote is a unique copolymer coating that provides greater corrosion resistance than zinc or cadmium plating.

3 .6 .2 .3 T e c h n ic a l D a t a

ICC-ES ESR-2196, provides IBC 2006/2009 recognition of Hilti’s Self-Drilling Screw fasteners for most common applications (e.g. CFS connections, gypsum to CFS, etc.), including HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style screws.

Ultimate Tensile Strengths – Pullout (Tension), lb (kN)1,2,3,4,5,6,7 Screw Designation #6 #7 #8 #10 #12 1 / 4 in.

Nominal Diameter in. 0.138 0.151 0.164 0.190 0.216 0.250

Thickness of steel member not in contact with the screw head, GA (in.) 20

18

16

14

12

10

(0.036)

(0.048)

(0.060)

(0.075)

(0.105)

(0.135)

190

250

320

395

555

715

(0.85)

(1.11)

(1.42)

(1.76)

(2.47)

(3.18)

210

275

345

435

605

780

(0.93)

(1.22)

(1.53)

(1.93)

(2.69)

(3.47)

225

300

375

470

660

845

(1.00)

(1.33)

(1.67)

(2.09)

(2.94)

(3.76)

260

350

435

545

765

980

(1.16)

(1.56)

(1.93)

(2.42)

(3.40)

(4.36)

295

395

495

620

870

1120

(1.31)

(1.76)

(2.20)

(2.76)

(3.87)

(4.98)

345

460

575

715

1000

1290

(1.53)

(2.05)

(2.56)

(3.18)

(4.45)

(5.74)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4 ANSI / ASME standard screw diameters were used in the calculations and are listed in the tables. 5 The screw diameters in the table above are available in head styles of pan, hex washer, pancake, flat, wafer and bugle. 6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44. 7 Refer to Section 3.6.2.5 to ensure drilling capacities. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 147


3 .6 .2 S e l f -D r i llin g S c r e w s Ultimate Tensile Strengths – Pullover (Tension), lb (kN)1,2,3,4,5,6,7 Screw Designation

#8

Washer or Head Diameter in.

0.335

#10

0.399

#12-14

0.415

#12-24

0.415

1 / 4 in.

0.500

#7 #8 #10

0.303 0.311 0.364

#8

0.433

#10

0.411

#10

#10

0.409

0.364

Thickness of steel member in contact with the screw head, GA (in.) 22

20

18

16

14

12

10

(0.030)

(0.036)

(0.048)

(0.060)

(0.075)

(0.105)

(0.135) 1000

Hex Washer Head (HWH) 815 1000 1000

675

1000

1000

(3.00)

(3.63)

(4.45)

(4.45)

(4.45)

(4.45)

(4.45)

805

970

1290

1370

1370

1370

1370

(3.58)

(4.31)

(5.74)

(6.09)

(6.09)

(6.09)

(6.09)

835

1010

1340

1680

2100

2325

2325

(3.71)

(4.49)

(5.96)

(7.47)

(9.34)

(10.34)

(10.34)

835

1010

1340

1680

2100

2940

3780

(3.71)

(4.49)

(5.96)

(7.47)

(9.34)

(13.08)

(16.81)

1010

1220

1620

2030

2530

3540

4560

(4.49)

(5.43)

(7.21)

(9.03)

(11.25)

(13.75)

(20.28) 1000

Phillips Pan Head (PPH) 735 980 1000

1000

1000

(2.74)

615

(3.27)

(4.36)

(4.45)

(4.45)

(4.45)

(4.45)

630

755

1000

1000

1000

1000

1000

(2.80)

(3.36)

(4.45)

(4.45)

(4.45)

(4.45)

(4.45)

740

885

1180

1370

1370

1370

1370

(3.29)

(3.94)

(5.25)

(6.09)

875

(3.89)

(6.09)

(6.09)

(6.09)

Phillips Truss Head (PTH) 1000 1000 1000

1000

1000

1000

(4.45)

(4.45)

(4.45)

(4.45)

(4.45)

(4.45)

830

1000

1330

1390

1390

1390

1390

(3.69)

(4.45)

(5.92)

(6.18)

(6.18)

(6.18)

(6.18)

1370

1370

1370

(6.09)

(6.09)

(6.09)

1840

2170

2170

(8.18)

(9.65)

(9.65)

Phillips Pancake Head (PPCH) 995 1325 1370

830

(3.69)

(4.43)

(6.09)

Phillips Flat Truss Head (PFTH) 885 1180 1475

740

(3.29)

(5.89)

(3.94)

(5.25)

(6.56)

1. The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design. 2. Load values based upon calculations done in accordance with Section E4 of the AISI North American Speci fication for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. 3. The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4. ANSI / ASME standard screw head diameters were used in the calculations and are listed in the tables. 5. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel. 6. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44. 7. Refer to Section 3.6.2.5 for drilling capacities.

Nominal Ultimate Fastener Strength of Screw Screw Designation #6-20 #7-18 #8-18 #10-12 #10-16 #10-18 #12-14 #12-24 1 / 4 in.

Nominal Diameter (in.) 0.138 0.151 0.164 0.190 0.190 0.190 0.216 0.216 0.250

Nominal Fastener Strength Tension, P ts Shear, Pss lb (kN)1 lb (kN)2,3,4 1000 890 (4.45) (3.96) 1000 890 (4.45) (3.96) 1000 1170 (4.45) (5.20) 2170 1645 (9.65) (7.32) 1370 1215 (6.09) (5.40) 1390 1645 (6.18) (7.32) 2325 1880 (10.34) (8.36) 3900 2285 (17.35) (10.16) 4580 2440 (20.37) (10.85)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for design. 2 The lower of the ultimate shear fastener strength and shear bearing should be used for design. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4 When the distance to the end of the connected part is parallel to the line of the applied force the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.3.2 of Appendix A of the AISI North American Specifications for the Design of Cold Formed Steel Structural Members (NASPEC) 2007 edition.

Torsional Strength –

Screw Only. Does Not Consider Base Material Limitations Size 6-20 7-18 8-18 10-12 10-16 10-18 10-24 12-14 12-24 1 / 4-14 1 / 4-20

Min. Torsional Strength in-lb (Nm) 24 (2.7) 38 (4.3) 42 (4.8) 61 (6.9) 61 (6.9) 61 (6.9) 65 (7.3) 92 (10.4) 100 (11.3) 150 (17.0) 156 (17.6)



S e l f - D r illin g S c r e w s 3 .6 .2 Ultimate Shear Strengths – Bearing (Shear), lb (kN)1,2,3,4,5,6,7 Screw Designation

#7

#8

#10-12

#10-16

#10-18

#12-14

#12-24

1 / 4 in.

Nominal Diameter in.

0.151

0.164

0.190

0.190

0.190

0.216

0.216

0.250

Thickness of steel member in contact with screw head GA (in.)

20 (0.036)

18 (0.048)

20 (0.036)

500 (2.22)

(2.94) 660 (2.94) 660 (2.94) 715 (3.18) 805 (3.58) 805 (3.58) 830 (3.69) 865 (3.85) 865 (3.85) 865 (3.85) 830 (3.69) 865 (3.85) 865 (3.85) 830 (3.69) 865 (3.85) 865 (3.85) 865 (3.85) 930 (4.14) 925 (4.11) 925 (4.11) 925 (4.11) 930 (4.14) 925 (4.11) 925 (4.11) 925 (4.11) 925 (4.11) 1020 (4.54) 995 (4.43) 995 (4.43) 995 (4.43) 995 (4.43)

Thickness of steel member not in contact with the screw head, GA (in.)

18 (0.048)

500 (2.22)

≥ 16 (0.060)

500 (2.22)

20 (0.036)

525 (2.34)

18 (0.048)

525 (2.34)

≥ 16 (0.060)

525 (2.34)

20 (0.036)

565 (2.51)

18 (0.048)

565 (2.51)

16 (0.060)

565 (2.51)

≥ 14 (0.075)

565 (2.51)

20 (0.036)

565 (2.51)

18 (0.048)

565 (2.51)

≥ 16 (0.060)

565 (2.51)

20 (0.036)

565 (2.51)

18 (0.048)

565 (2.51)

16 (0.060)

565 (2.51)

≥ 14 (0.075)

565 (2.51)

20 (0.036)

600 (2.67)

18 (0.048)

600 (2.67)

16 (0.060)

600 (2.67)

≥ 14 (0.075)

600 (2.67)

20 (0.036)

600 (2.67)

18 (0.048)

600 (2.67)

16 (0.060)

600 (2.67)

14 (0.075)

600 (2.67)

≥ 12 (0.090)

600 (2.67)

20 (0.036)

645 (2.87)

18 (0.048)

645 (2.87)

16 (0.060)

645 (2.87)

14 (0.075)

645 (2.87)

≥ 12 (0.090)

645 (2.87)

660

16 (0.060) 660 880 890 715 955 1120 830 1110 1210 1210 830 1110 1210 830 1110 1210 1210 945 1260 1290 1290 945 1260 1290 1290 1290 1090 1400 1390 1390 1390

(2.94) (3.91) (3.96) (3.18) (4.25) (4.98) (3.69) (4.94) (5.38) (5.38) (3.69) (4.94) (5.38) (3.69) (4.94) (5.38) (5.38) (4.20) (5.60) (5.74) (5.74) (4.20) (5.60) (5.74) (5.74) (5.74) (4.85) (6.23) (6.18) (6.18) (6.18)

14 (0.075) 660 880 890 715 955 1170 830 1110 1390 1645 830 1110 1215 830 1110 1390 1645 945 1260 1570 1800 945 1260 1570 1800 1800 1090 1460 1820 1940 1940

(2.94) (3.91) (3.96) (3.18) (4.25) (5.20) (3.69) (4.94) (6.18) (7.32) (3.69) (4.94) (5.40) (3.69) (4.94) (6.18) (7.32) (4.20) (5.60) (6.98) (8.00) (4.20) (5.60) (6.98) (8.00) (8.00) (4.85) (6.49) (8.10) (8.63) (8.63)

≥ 12 (0.105) 660 880 890 715 955 1170 830 1110 1390 1645 830 1110 1215 830 1110 1390 1645 945 1260 1570 1880 945 1260 1570 1970 2285 1090 1460 1820 2280 2440

(2.94) (3.91) (3.96) (3.18) (4.25) (5.20) (3.69) (4.94) (6.18) (7.32) (3.69) (4.94) (5.40) (3.69) (4.94) (6.18) (7.32) (4.20) (5.60) (6.98) (8.36) (4.20) (5.60) (6.98) (8.76) (10.16) (4.85) (6.49) (8.10) (10.14) (10.85)

1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. It is assumed that the steel sheets are tight together with no gaps. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design, a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4 ANSI / ASME standard screw head diameters were used in the calculations and are listed in the tables. 5 Load values in table are for Hex Washer Head (HWH and HHWH), Phillips Pan Head (PPH), Phillips Truss Head (PTH), Phillips Pancake Head (PPCH), and Phillips Flat Truss Head (PFTH) style screws. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel. 6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu = 65 ksi steel, multiply values by 1.44. 7 Refer to Section 3.6.2.5 to ensure drilling capacities.

3 .6 .2 .4

I n s t a l la t i o n I n s t r u c t i o n s

For general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.

download Hilti’s Profis DF software at www.us.hilti.com / decking (US), or www.hilti.ca (Canada).

For allowable diaphragm shear loads and stiffness values for steel roof or floor deck utilizing Hilti self-drilling screws as frame or sidelap fasteners, reference Section 3.5 and

To estimate the number of sidelap screws on a steel roof or floor deck project, reference Section 3.5.1.6.

Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners

are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 149


3 .6 .2 S e l f -D r i llin g S c r e w s 3 .6 .2 .5 O r d e r i n g In f o r m a t i o n

Collated Self-Drilling Screws Light / Medium Gauge Metal Applications (Sidelap) Thread Length

Description

S-MD 10-16 x 7 / 8 HWH Collated S-MD 12-14 x 1 HWH Collated

3 / 8" 3 / 4"

Drilling Capacity Min

Max

0.028" 0.028"

0.120" 0.120"

Maximum Total Thickness (MT)1

3 / 16" 3 / 8"

0.188" 0.375"

Recess

Coating 2

Box Qty

5 / 16" 5 / 16"

Zinc-1 Zinc-1

250 250

Recess

Coating 2

Box Qty

5 / 16" 5 / 16"

Zinc-1 Zinc-1

250 250

Medium / Heavy Gauge Metal Applications (Frame Fastener) Thread Length

Description

S-MD 10-16 x 3 / 4 HWH#3 Collated S-MD 12-24 x 7 / 8 HWH#4 Collated

1 / 2" 1 / 2"


Max

0.110" 0.175"

0.175" 0.312"


3 / 8" 3 / 8"

0.375" 0.375"

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941. For more information on corrosion resistance, reference Section 3.6.1.6.

PPH

HWH

#5 Point

Stitch

HWH Kwik-Seal

HWH with bonded washer

PFH with wings

PWH

Single Self-Drilling Screws Sidelap (unsupported metal sheets)

Description

S-MD 12-14x1 HHWH Stitch S-MD 10-16x7 / 8 HHWH Pilot Point S-MD 1 / 4-14x7 / 8 HWH Stitch Kwik-Seal

Thread Length

3 / 4" 3 / 8" 1 / 2"


Max

0.028" 0.028" 0.028"

0.120" 0.120" 0.140"


3 / 8" 3 / 16" 5 / 16"

0.375" 0.188" 0.313"

Recess

Coating 2

Box Qty

5 / 16" 5 / 16" 5 / 16"

Zinc-1 Zinc-1 Kwik-Cote

3000 6000 2500

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941; Kwik Cote = Proprietary Coating, Section 3.6.2.2 For more information on corrosion resistance, reference Section 3.6.1.6.



S e l f - D r illin g S c r e w s 3 .6 .2 Light Gauge Applications: Steel to Steel

Description

Thread Length

S-MD 8-18x1 / 2 HWH #2 S-MD 8-18x3 / 4 HWH #2 S-MD 8-18x1 / 2 PPH #2 S-MD 10-16x1 / 2 HWH #2 S-MD 10-16x3 / 4 HWH #2 S-MD 10-16x1 HWH #2

1 / 4" 1 / 2" 1 / 4" 5 / 16" 1 / 2" 3 / 4"


Max

0.035" 0.035" 0.035" 0.035" 0.035" 0.035"

0.100" 0.100" 0.100" 0.110" 0.110" 0.110"


1 / 8" 3 / 8" 1 / 8" 3 / 16" 5 / 16" 1 / 2"

0.125" 0.375" 0.125" 0.188" 0.313" 0.500"

Recess

Coating 2

1 / 4" 1 / 4" PHL #2 5 / 16" 5 / 16" 5 / 16"

Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1

Box Qty

1000 1000 1000 8500 6500 5000

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941. For more information on corrosion resistance, reference Section 3.6.1.6.

Light / Medium Gauge Metal Applications

Description

S-MD 10-16x5 / 8 HWH #3 S-MD 10-16x3/4 HWH #3 S-MD 10-16x3 / 4 HHWH #3 S-MD 10-16x1 HWH #3 S-MD 10-16x1 1 / 4 HWH #3 S-MD 10-16x1 1 / 2 HWH #3 S-MD 10-16x5 / 8 PPH #3 S-MD 10-16x3 / 4 PPH #3 S-MD 12-14x3 / 4 HWH #3 S-MD 12-14x1 HWH #3 S-MD 12-14x1 1 / 2 HWH #3 S-MD 12-14x2 HWH #3 S-MD 1 / 4-14x3 / 4 HWH #3 S-MD 1 / 4-14x1 HWH #3 S-MD 1 / 4-14x1 1 / 2 HWH #3 S-MD 1 / 4-14x2 HWH #3 S-MD 12-14x3 / 4 HWH #3 Kwik-Seal S-MD 12-14x1 HWH #3 Kwik-Seal S-MD 12-14x1 1 / 4 HWH #3 Kwik-Seal S-MD 12-14x1 1 / 2 HWH #3 Kwik-Seal S-MD 12-14x2 HWH #3 Kwik-Seal S-MD 1 / 4-14x1 HWH #3 Kwik-Seal S-MD 1 / 4-14x1 1 / 2 HWH #3 Kwik-Seal

Thread Length

5 / 16" 1 / 2" 1 / 2" 3 / 4" 1" 1-1 / 4" 5 / 16" 1 / 2" 1 / 2" 3 / 4" 1-1 / 4" 1-5 / 8" 1 / 2" 3 / 4" 1-1 / 4" 1-5 / 8" 1 / 4" 5 / 8" 1" 1-1 / 4" 1-1 / 2" 5 / 8" 1"


Max

0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110" 0.110"

0.175" 0.175" 0.175" 0.175" 0.175" 0.175" 0.175" 0.175" 0.210" 0.210" 0.210" 0.210" 0.220" 0.220" 0.220" 0.220" 0.210" 0.210" 0.210" 0.210" 0.210" 0.220" 0.220"


3 / 16" 3 / 8" 3 / 8" 5 / 8" 7 / 8" 1-1 / 8" 5 / 16" 3 / 8" 5 / 16" 9 / 16" 1-1 / 16" 1-9 / 16" 5 / 16" 9 / 16" 1-1 / 16" 1-9 / 16" 1 / 8" 3 / 8" 5 / 8" 7 / 8" 1-3 / 8" 3 / 8" 7 / 8"

0.187" 0.375" 0.375" 0.625" 0.875" 1.125" 0.313" 0.375" 0.313" 0.562" 1.062" 1.562" 0.313" 0.562" 1.062" 1.562" 0.125" 0.375" 0.625" 0.875" 1.375" 0.375" 0.875"

Recess

Coating 2

5 / 16" 5 / 16" 5 / 16" 5 / 16" 5 / 16" 5 / 16" PHL #2 PHL #2 5 / 16" 5 / 16" 5 / 16" 5 / 16" 3 / 8" 3 / 8" 3 / 8" 3 / 8" 5 / 16" 5 / 16" 5 / 16" 5 / 16" 5 / 16" 3 / 8" 3 / 8"

Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Zinc-1 Kwik-Cote Kwik-Cote Kwik-Cote Kwik-Cote Kwik-Cote Kwik-Cote Kwik-Cote

Box Qty

7500 6500 6500 5000 4000 4000 7500 6500 5000 3000 2500 2000 4000 3000 2000 1000 3000 2500 2000 2000 1500 2000 1500

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941, Kwik-Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance, reference Section 3.6.1.6.


are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.



3 .6 .2 S e l f -D r i llin g S c r e w s Single Self-Drilling Screws – Heavy Gauge Metal Applications

Description

S-MD 12-24x7 / 8 HWH #4 S-MD 12-24x1 1 / 4 HWH #4 S-MD 12-24x1 1 / 4 HWH #5 S-MD 12-24x1 1 / 4 HWH #5 Kwik-Cote S-MD 12-24x2 HWH #5 Kwik-Cote S-MD 12-24x3 HWH #5 Kwik-Cote S-MD 12-24x1 1 / 4 HWH #5 Kwik-Cote Bond Washer

Thread Length

Drilling Capacity


Min

Max

1 / 2" 3 / 4" 1 / 2" 1 / 2" 1-1 / 4" 2-1 / 4"

0.175" 0.175" 0.250" 0.250" 0.250" 0.250"

0.250" 0.250" 0.500" 0.500" 0.500" 0.500"

3 / 8" 5 / 8" 7 / 16" 5 / 16" 1-3 / 16" 2-3 / 16"

1 / 2"

0.250"

0.500"

5 / 16"

Recess

Coating 2

0.375" 0.625" 0.437" 0.313" 1.187" 2.187"

5 / 16" 5 / 16" 5 / 16" 5 / 16" 5 / 16" 5 / 16"

Zinc-1 Zinc-1 Zinc-1 KwikCote KwikCote KwikCote

4500 3500 4000 4000 2000 1000

0.313

5 / 16’’

KwikCote

2500

Box Qty

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941; Kwik Cote = Proprietary Coating, Section 3.6.2.2. For more information on corrosion resistance, reference Section 3.6.1.6.

Single Self-Drilling Screws – Heavy Gauge Metal Applications

Description

Thread Length

Drilling Capacity


Min

Max

1 / 2" 5 / 8" 3 / 4" 1" 1-1 / 4"

0.050" 0.050" 0.050" 0.050" 0.050"

0.140" 0.140" 0.175" 0.175" 0.175"

1 / 2" 3 / 4" 5 / 8" 7 / 8" 1-1 / 8"

1"

0.050" 0.050" 0.050" 0.050"

0.175" 0.232" 0.232" 0.250"

3 / 4" 1-1 / 4" 1-3 / 4" 2"

Recess

Coating 2

0.500" 0.750" 0.625" 0.875" 1.125"

PHL #2 PHL #2 PHL #2 PHL #2 PHL #2

BP BP Zinc-1 Zinc-1 Zinc-1

6000 4000 6000 5000 3500

0.750" 1.250" 1.750" 2.000"

PHL #2 PHL #2 PHL #2 PHL #2

Zinc-1 Zinc-1 Zinc-1 Zinc-1

4000 2000 1500 1000

Box Qty

Wood Drill Screws Decking Screws (Plywood to Framing)

S-WD 8-18x1 5 / 16 PFH #3 S-WD 8-18x1 15 / 16 PFH #3 S-WD 10-24x1 PWH #3 S-WD 10-24x1 1 / 4 PWH #3 S-WD 10-24x1 1 / 2PWH #3 Winged Reamer Wood Drill Screws

S-WW 10-24x1 7 / 16 PWH #3 wings S-WW 12-24x2 PFH #4 wings S-WW 12-24x2 1 / 2 PFH #4 wings S-WW 14-20x2 3 / 4 PFH #4 wings

1-3 / 8" 2" 2-1 / 4"

1 Refer to Figure in Section 3.6.1.5. 2 For coating abbreviations, Zinc-1 = ASTM F 1941; BP = Black Phosphate. For more information on corrosion resistance, reference Section 3.6.1.6.


are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337.



S e l f - D r illin g S c r e w s 3 .6 .2 Drywall Applications (Drywall to steel, framing and lathing screws) Description

6 x 1 PBH SD 6 x 1 PBH SD Zinc 6 x 1-1 / 8 PBH SD 6 x 1-1 / 8 PBH SD Zinc 6 x 1-1 / 4 PBH SD 6 x 1-1 / 4 PBH SD Zinc 6 x 1-5 / 8 PBH SD 6 x 1-5 / 8 PBH SD Zinc 6 x 1-7 / 8 PBH SD 6 x 1-7 / 8 PBH SD Zinc 8 x 2-3 / 8 PBH SD 8 x 2-3 / 8 PBH SD Zinc 8 x 2-5 / 8 PBH SD 8 x 2-5 / 8 PBH SD Zinc 8 x 3 PBH SD 8 x 3 PBH SD Zinc 7 x 7 / 16 PPFH SD Framer 7 x 7 / 16 PPFH SD Framer Zinc 8 x 1 / 2 PPH SD Framer Zinc 10 x 5 / 8 PPCH SD Framer 10 x 3 / 4 PFTH SD Framer Zinc 10 x 3 / 4 PTH SD Framer Zinc 8 x 1 / 2 PTH SD Lathing Zinc 8 x 3 / 4 PTH SD Lathing Zinc 8 x 1 PTH SD Lathing Zinc 8 x 1-1 / 4 PTH SD Lathing Zinc 6 x 1-5 / 8 SFH SD 6 x 2-1 / 4 SFH SD Zinc

Coating1

BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 BP Zinc-2 Zinc-2 Zinc-1 Zinc-1 Zinc-2 Zinc-2 Zinc-2 Zinc-2 Zinc-2 BP Zinc-2

Box Qty

Application

10,000 10,000 10,000 10,000 8,000 8,000 5,000 5,000 4,000 4,000 2,500 2,500 1,600 1,600 1,400 1,400 10,000 10,000 10,000 7,500 7,500 5,000 10,000 10,000 8,000 8,000 5,000 3,000

Fastening Drywall, plywood, insulation, etc. to metal studs from 14 ga to 20 ga

Fastening stud to track from 14 ga to 20 ga

Fastening wire lath to 14 ga to 20 ga

Fastening wood trim and base to 14 ga to 20 ga studs

1 For coating abbreviations, Zinc-1 = ASTM F 1941; Zinc-2 = EN / ISO 4042 A 3F; BP = Black Phosphate. For more information on corrosion resistance, reference Section 3.6.1.6.

The importance of IBC 2006 / 2009 compliant screws.

ICC-ES ESR-2196 provides IBC 2006 / 2009 recognition of Hilti’s Self-Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti’s Self-Drilling Screw Fasteners to the latest IBC code requirements in ICC-ES AC118 Acceptance Criteria for Self-Tapping Screw Fasteners, as well as the AISI S904 and AISI S905 test standards. AC118 provides the IBC code recognition and quality assurance for screw fasteners. ESR-2196 recognizes many types of Hilti screws for the most common applications including CFS connections, gypsum to CFS, etc. Speci fically, ESR-2196 covers the HWH, PPH, PBH, PWH, PPCH, PFUCH and PFTH head style Hilti screws. To ensure IBC 2006 / 2009 compliance of s crews on your next project, reference ESR-2196.



3 .6 .3 H V A C S c r e w s 3.6.3.1

Product Description

3.6.3.2


3.6.3.3

Technical Data

3.6.3.4


3.6.3.5


S-MS HWH HVAC Zip Screws (#8 and #10)

3 .6 .3 .1 P r o d u c t D e s c r ip t i o n have the advantages of self-piercing screws, the sharp HVAC Zip Screws are engineered to handle heavier gauge steel, fastening sheet steel from 16 to 28 gauge with their innovative HyperThread technology. HVAC Zip Screws can draw the steel sheets together, pierce cleanly with almost no metal filings and feature high profile heads for secure driving.

For decades, the conventional screws utilized for HVAC duct fabrication and installation have gone unchanged. Many contractors prefer sharp point screws for their off angle fastening but the screws are limited to lighter gauge steel. Selfdrilling screws cover heavier gauge steel but are prone to “walking.” This can lead to lost productivity, especially when working in spaces with limited access.

Hilti also supplies high quality sharp point and self-drilling screws for HVAC applications.

Hilti has blended the best of both fasteners with the new S-MS HVAC Zip Screws. Although they function like and

3 .6 .3 .2 M a t e r i a l S p e c i fi c a t i o n s Fastener

Fastener Material

Fastener Plating

S-MS HWH HVAC Zip Screws (#8 Screw) S-MS HWH HVAC Zip Screws (#10 Screw) HWH Sharp HVAC Screws (#8 and #10) HWH Self-Drilling HVAC Screws (#8, #10 and #12)

Carbon Steel Carbon Steel Carbon Steel Carbon Steel

3 to 8 μm Zinc 5 μm Zinc1 Zinc3 5 μm Zinc2

/ 3 / E. 1 EN / ISO 4042 A

2 ASTM F 1941.

HWH HVAC Sharp Point Screws (#8 and #10)

3 Minimum 24 hours no red rust when tested in accordance with ASTM B 117.

3 .6 .3 .3 T e c h n ic a l D a t a Ultimate Tensile Strengths - Pull-Out (Tension), lb (kN)1,2,3,4,5,6 Screw Designation S-MS 8-18x1 / 2 HWH S-MS 10-12x3 / 4 HWH

Approvals / Listings ICC-ES (International Code Council)

ESR-2196 (S-MD HWH Self-Drilling Screws) COLA (City of Los Angeles)

RR 25678 (S-MD HWH Self-Drilling Screws)

28

26

24

22

20

18

16

(0.015)

(0.018)

(0.024)

(0.030)

(0.036)

(0.048)

(0.060)

–

–

110

150

200

260

330

(0.49)

(0.67)

(0.89)

(1.16)

(1.47)

–

160

230

305

350

450

(0.71)

(1.02)

(1.36)

(1.56)

(2.49)

–

–

–

–

–

110

150

200

260

(0.49)

(0.67)

(0.89)

(1.16)

130

160

230

305

350

(0.58)

(0.71)

(1.02)

(1.36)

(1.56)

S-MD 8-18 HWH 3

–

–

–

S-MD 10-16 HWH 3,7

–

–

–

–

S-MD 12-14 HWH 3,7

–

–

–

–

#8 HWH Sharp

S-MD HWH HVAC (#8, #10 and #12)

Thickness of member not in contact with the screw head, ga (in.)

#10 HWH Sharp

–

190

225

300

375

(0.85)

(1.00)

(1.33)

(1.67)

260

350

435

(1.16)

(1.56)

(1.93)

295

395

495

(1.31)

(1.76)

(2.20)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 4. 2 Unless otherwise noted, load values based upon testing completed in accordance with AISI S905. 3 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. ANSI ASME standard screw head diameters were used in the calculations and are listed in the tables. 4 AISI recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a ф factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 5 The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu ≥ 65 ksi steel, multiply values by 1.44. 6 Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities. 7 Load data for thicker steel connections available. Please reference Section 3.6.2.



H V A C S c r e w s 3 .6 .3 Ultimate Tensile Strengths - Pull-Over (Tension), lb (kN)1,2,3,4,5,6 Screw Designation

Washer or Head Diameter In.

S-MS 8-18x1 / 2 HWH3

0.335

S-MS 10-12x3 / 4 HWH3

0.399

#8 HWH Sharp

0.335

#10 HWH Sharp

0.399

S-MD 8-18 HWH

0.335

Thickness of member in contact with the screw head, ga (in.) 28

26

24

22

20

18

16

(0.015)

(0.018)

(0.024)

(0.030)

(0.036)

(0.048)

(0.060)

335

405

540

675

815

(1.49)

(1.80)

(2.40)

(3.00)

(3.63)

–

–

480

645

805

970

1290

(2.14)

(2.87)

(3.58)

(4.31)

(5.74)

335

405

540

675

(1.49)

(1.80)

(2.40)

(3.00)

–

–

–

–

–

–

–

400

480

645

805

970

(1.78)

(2.14)

(2.87)

(3.58)

(4.31)

–

–

–

675

815

1000

1000

(3.00)

(3.63)

(4.45)

(4.45)

805

970

1290

1370

(3.58)

(4.31)

(5.74)

(6.09)

S-MD 10-16 HWH7

0.399

–

–

–

S-MD 12-14 HWH7

0.415

–

–

–

835

1010

1340

1680

(3.71)

(4.49)

(5.96)

(7.47)

1. The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 4. 2. Unless noted otherwise, load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. ANSI / ASME standard screw head diameters were used in the calculations and are listed in the tables. 3. Load values based upon testing completed in accordance with AISI S905. 4. AISI recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design and a Φ factor of 0.4 be applied for LSD design. 5. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu ≥ 65 ksi steel, multiply values by 1.44. 6. Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities. 7. Load data for thicker steel connections available. Please reference Section 3.6.2.

Nominal Ultimate Fastener Strength of Screw, lb (kN)1,2,3,4 Screw Designation

Nominal Diameter In.

Nominal Fastener Strength Tension P ts

Shear Pss lb (kN)2,3 1570 (6.98)

S-MS 8-18x1 / 2 HWH

0.164

lb (kN) 1915 (8.52)

S-MS 10-12x3 / 4 HWH #8 HWH Sharp #10 HWH Sharp S-MD 8-18 HWH S-MD 10-16 HWH S-MD 12-14 HWH

0.190 0.164 0.190 0.164 0.190 0.216

1915 1610 1915 1000 1370 2325

1

(8.52) (7.16) (8.52) (4.45) (6.09) (10.34)

1905 860 1905 1170 1215 1880

(8.47) (3.83) (8.47) (5.20) (5.40) (8.36)

1 The lower of the ultimate pull-out, pullover, and tension fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 3. 2 The lower of the ultimate shear fastener strength and shear bearing should be used for determination of allowable or factored resistance loads per footnote 3. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4 When the distance to the end of the connected part is parallel to the line of the applied force, the allowable shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.3.2 of Appendix A of the 2007 NASPEC.

Torsional Strength –

Screw Only. Does Not Consider Base Material Limitations Screw Designation S-MS 8-18 S-MS 10-12 #8 HWH Sharp #10 HWH Sharp S-MD 8-18 S-MD 10-16 S-MD 12-14

Min. Torsional Strength in-lb (Nm) 57 92 42 61 42 61 92

(6.4) (10.4) (4.8) (6.9) (4.8) (6.9) (10.4)


are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337. Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011 155


3 .6 .3 H V A C S c r e w s Ultimate Shear Strengths - Bearing (Shear), lb (kN)1,2,3,4,5 Thickness of member in Screw contact with Designation screw head GA (In.) 28 (0.015) 26 (0.018) 24 (0.024) S-MS 8-18x1 / 2 HWH 22 (0.030) 20 (0.036) 26 (0.018) 24 (0.024) 22 (0.030) S-MS 10-12x3 / 4 HWH 20 (0.036) 18 (0.048) 28 (0.015) 26 (0.018) #8 HWH Sharp 24 (0.024) 22 (0.030) 28 (0.015) 26 (0.018) #10 HWH Sharp 24 (0.024) 22 (0.030) 20 (0.036) 22 (0.030) 20 (0.036) S-MD 8-18 HWH 18 (0.048) 16 (0.060) 22 (0.030) 20 (0.036) S-MD 10-16 HWH6 18 (0.048) ≥ 16 (0.060) 22 (0.030) 20 (0.036) S-MD 12-14 HWH6 18 (0.048) ≥ 16 (0.060)

Thickness of member not in contact with the screw head, GA (in.) 28

26

(0.015) 220 (0.98) 240 (1.07) 245 (1.09) 245 (1.09) 320 (1.42) – – – – – 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) 115 (0.51) – – – – – – – – – – – –

(0.018) 260 (1.16) 270 (1.20) 270 (1.20) 345 (1.53) 345 (1.53) 230 (1.02) 230 (1.02) 330 (1.47) 365 (1.62) 365 (1.62) 115 (0.51) 275 (1.22) 275 (1.22) 275 (1.22) 115 (0.51) 275 (1.22) 275 (1.22) 275 (1.22) 275 (1.22) – – – – – – – – – – – –

24

(0.024) 315 (1.40) 340 (1.51) 445 (1.98) 445 (1.98) 555 (2.47) 375 (1.67) 410 (1.82) 500 (2.22) 500 (2.22) 570 (2.54) 115 (0.51) 275 (1.22) 425 (1.89) 425 (1.89) 115 (0.51) 275 (1.22) 440 (1.96) 440 (1.96) 440 (1.96) – – – – – – – – – – – –

22

(0.030) 320 (1.42) 340 (1.51) 475 (2.11) 555 (2.47) 710 (3.16) 455 (2.02) 570 (2.54) 685 (3.05) 685 (3.05) 725 (3.22) 115 (0.51) 275 (1.22) 425 (1.89) 610 (2.71) 115 (0.51) 275 (1.22) 440 (1.96) 715 (3.18) 715 (3.18) 400 (1.78) 400 (1.78) 400 (1.78) 400 (1.78) – – – – – – – –

20

18

16

(0.036) (0.048) (0.060) 320 (1.42) – – 340 (1.51) – – 475 (2.11) – – 555 (2.47) – – 860 (3.83) – – 520 (2.31) 520 (2.31) – 660 (2.94) 760 (3.38) – 765 (3.40) 925 (4.11) – 895 (3.98) 1120 (4.98) – 895 (3.98) 1330 (5.92) – – – – – – – – – – – – – 115 (0.51) – – 275 (1.22) – – 440 (1.96) – – 715 (3.18) – – 895 (3.98) – – 525 (2.34) 600 (2.67) 600 (2.67) 525 (2.34) 715 (3.18) 715 (3.18) 525 (2.34) 805 (3.58) 955 (4.25) 525 (2.34) 805 (3.58) 1120 (4.98) 565 (2.51) 695 (3.09) 695 (3.09) 565 (2.51) 830 (3.69) 830 (3.69) 565 (2.51) 865 (3.85) 1110 (4.94) 565 (2.51) 865 (3.85) 1210 (5.38) 600 (2.67) 785 (3.49) 785 (3.49) 600 (2.67) 930 (4.14) 945 (4.20) 600 (2.67) 925 (4.11) 1260 (5.60) 600 (2.67) 925 (4.11) 1290 (5.74)

1. The lower of the ultimate shear bearing and shear fastener strength of screw should be used for determination of allowable or factored resistance loads per footnote 3. 2. Load values based upon calculations done in accordance with Section E4 of the AISI North American Speci fication for the Design of Cold-Formed Steel Structural Members (NASPEC) 2007 edition. 3. The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design (ASD), a Φ factor of 0.5 be applied for LRFD design or a Φ factor of 0.4 be applied for LSD design. 4. ANSI / ASME standard screw head diameters were used in the calculations and are listed in the tables. 5. The load data in the table is based upon sheet steel with Fu = 45 ksi. For Fu = 55 ksi steel, multiply values by 1.22. For Fu ≥ 65 ksi steel, multiply values by 1.44. 6. Refer to Section 3.6.3.5 Ordering Information to ensure optimal drilling capacities.

3 . 6 . 3 . 4 I n s t a l l a t i o n In s t r u c t i o n s For general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.


are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1-877-749-6337. 156 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2011


H V A C S c r e w s 3 .6 .3 3 .6 .3 .5 O r d e r in g In f o r m a t i o n S-MS HWH HVAC Zip Screws Description1

S-MS 8-18 x 1 / 2" HWH HVAC Zip Screw (small) S-MS 8-18 x 1 / 2" HWH HVAC Zip Screw (bulk) S-MS 10-12 x 3 / 4" HWH HVAC Zip Screw (small) S-MS 10-12 x 3 / 4" HWH HVAC Zip Screw (bulk)

Gauge Range2

Maximum Total Thickness (MT), in.

20-28 20-28 18-26 18-26

0.072 0.072 0.100 0.100

Gauge Range2


20-28 20-28 20-28 20-28 20-28 20-28 20-28 20-28 20-28 20-28

0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.072 0.072

Qty

1,000 10,000 1,000 4,500

HWH / SHWH HVAC Sharp Point Screws Description1

#6 X 3 / 8" HWH Sheet Metal Screw #7 X 1 / 2" SHWH Sheet Metal Screw #8 X 1 / 2" SHWH Sheet Metal Screw #8 X 3 / 4" SHWH Sheet Metal Screw #8 X 1 1 / 2" SHWH Sheet Metal Screw #8 X 2" SHWH Sheet Metal Screw #10 X 3 / 4" HWH Sheet Metal Screw #10 X 3 / 4" SHWH 1 / 4" Drive Sheet Metal Screw #10 X 1" SHWH Sheet Metal Screw #10 X 2" SHWH Sheet Metal Screw

Qty

20,000 15,000 13,000 10,000 5,000 4,000 9,000 9,000 6,000 3,000

S-MD HWH HVAC Self-Drilling Screws 1

Description

Self-Drilling Screw S-MD 8-18x1 / 2 HWH2 Self-Drilling Screw S-MD 10-16X5 / 8 HWH 3 Self-Drilling Screw S-MD 10-16X3 / 4 HHWH3 Self-Drilling Screw S-MD 10-16X3 / 4 HWH3 Self-Drilling Screw S-MD 10-16X1 HWH 3 Self-Drilling Screw S-MD 10-16X1 1 / 4 HWH Self-Drilling Screw S-MD 10-16X1 1 / 2 HWH

Gauge Range


16-22 14-20 14-20 14-20 14-20 14-20 14-20

0.125 0.175 0.175 0.175 0.175 0.175 0.175

Gauge Range2


12-20 12-20 12-20 12-20 12-20

0.210 0.210 0.210 0.210 0.210

Gauge Range2


14-20

0.175

2

Qty

1,000 7,500 6,500 6,500 5,000 4,000 4,000

S-MD HWH HVAC Self-Drilling Screws with Kwik-Seal Washers Description1

Self-Drilling Screw 12-14X3 / 4 HWH 3 KS Self-Drilling Screw 12-14 X 1 HWH 3 KS Self-Drilling Screw 12-14X1 1 / 4 HWH 3 KS Self-Drilling Screw 12-14X1 1 / 2 HWH 3 KS Self-Drilling Screw 12-14X2 HWH 3 KS

Qty

3,000 2,500 2,000 2,000 1,500

HWH Self-Drilling Screws in AISI 410 Stainless Steel Description1

Self-Drilling Screw 10-16 x 3 / 4" HWH 410 SS

Qty

TBD

1. Other sizes available. Please contact Hilti Customer Service for details. 2. Gauge range is for 2 layers of the same gauge. For multiple layers of different gauges, use maximum total thickness and load tables to determine appropriate fastener.



3 .6 .4 K w ik - Fle x S e l f -D r i llin g S c r e w s 3.6.4.1

Product Description


3.6.4.2


3.6.4.3

Technical Data

3.6.4.4


3.6.4.5


Hilti Kwik-Flex fasteners combine the in-place economy of self-drilling screws with the strength and performance of bolted connections. The precisionmilled point and lead threads of a KwikFlex fastener are selectively hardened for dependable self-drilling and tapping. The balance of the fastener retains the ductility. This results in superior resistance to embrittlement that can be caused by stress, dissimilar metals and moisture.

Product Features

• Virtually immune to embrittlement failure • Self-drilling for convenience, labor savings • Kwik-Cote finish provides up to three times the corrosion resistance of cadmium or zinc plating • Complies with the Buy America Act • Suitable for: Aluminum to steel Fire retardant plywood Corrosive environments

Hex Washer Head: uses standard tools, efficient drive system, resists pullover

Tapping Threads eliminate nuts to simplify installation Precision-milled drill point speeds installation

Kwik-Flex Head: Marking simplifies inspection

Hardened to Rockwell C52 min. for drilling and tapping

Shank has Grade 5 bolt ductility and strength (SAE J429 and ASTM A 449) without embrittlement; Rc 28-34 hardness

Flutes remove metal chips for easy drilling


ER-4780

3 .6 .4 .2 M a t e r i a l S p e c i fi c a t i o n s


Mechanical Properties

RR 25095

Yield Strength, F y ksi (MPa) 92

(634)

Yield Strength, F u ksi (MPa) 120

Note: These fasteners address

delayed failure due to hydrogen assisted stress corrosion cracking. They are not any more resistant to other corrosion effects than standard Hilti Kwik-Cote screws.

(828)

3 . 6 . 4 . 3 T e c h n ic a l D a t a Kwik-Flex Screw Allowable Pull-Out Values (Tension)1,2,3 Screw Sizd

Drill Point Type

10-16 12-14 1 / 4-14 1 / 4-20

3 3 3 4

Pullout (lb) Steel Gauge or Thickness (in.) 18 GA

16 GA

14 GA

12 GA

1 / 8

3 / 16

1 / 4

5 / 16

3 / 8

1 / 2

158 158 159 –

200 210 212 206

254 284 274 260

638 460 480 500

677 620 740 765

– 1159 1015 1045

– – – 1215

– – – 1275

– – – –

– – – –

Aluminum Thickness (in.) 1 / 8 1 / 4 3 / 8

306 210 240 230

– 914 969 700

– – – 1473

1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy. 2 Based on using a safety factor of 3.0. 3 Refer to Section 3.6.4.5 for maximum drilling capacities.



K w ik - F le x S e l f- D r illin g S c r e w s 3 .6 .4 Kwik-Flex Screw Allowable Shear Values 1,2,3 Shear (lb) Screw Sizd

10-16 12-14 1 / 4-14 1 / 4-20

Steel Gauge or Thickness – Fastened Material – Base Material

Drill Point Type

Aluminum Thickness (in.)

1 / 8"-1 / 4"

18-14 GA

16-16 GA

14-14 GA

1 / 8"-3 / 16"

3 / 16"-1 / 4"

1 / 4"-12 GA

1 / 8"-1 / 8"

1 / 8"-1 / 4"

545 526 558 540

693 847 925 835

585 662 672 633

– 727 967 980

– – 635 670

– – – 715

– – – 660

587 335 405 395

– 475 590 570

3 3 3 4

1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy. 2 Based on using a safety factor of 3.0. 3 Refer to Section 3.6.4.5 for maximum drilling capacities.

3 . 6 . 4 . 4 I n s t a l la t i o n In s t r u c t i o n s For general discussion of Hilti Screw Fastener installation, reference Section 3.6.1.7. For speci fic Kwik-Flex spacing and edge distance recommendations, reference the following table. Kwik-Flex Screw Speci fication Table Fastener Size / Diameter No. 10 No. 12 1 / 4 Inch

Fastened Material

Minimum Spacing (in.)

Minimum Edge Distance (in.)

Steel Aluminum Steel Aluminum Steel Aluminum

5 / 8 15 / 32 11 / 16 9 / 16 3 / 4 5 / 8

9 / 32 3 / 8 3 / 8 7 / 16 3 / 8 1 / 2

3 .6 .4 .5 O r d e r in g In f o r m a t i o n Description1

Maximum Drilling Capacity

Maximum Total Thcikness (MT)

Recess

0.175" 0.210" 0.210" 0.312" 0.312"

0.750" 0.500" 1.000" 2.500" 3.500"

PH2 TEK PH2 TEK PH2 TEK PH3 PH3

5,000 4,000 2,500 500 500

0.175" 0.175"

0.500" 0.500"

PH2 TEK 5/16"

6,000 6,000

0.210" 0.210" 0.210" 0.312" 0.210" 0.210" 0.500"

0.470" 0.500" 1.000" 0.875" 1.500" 2.500" 0.800"

5/16" 5/16" 5/16" 5/16" 5/16" 5/16" 5/16"

5,000 4,000 2,500 2,500 2,000 1,000 2,500

0.220" 0.220" 0.220" 0.312" 0.312" 0.500" 0.312" 0.312" 0.312" 0.312"

0.450" 0.950" 1.450" 0.500" 0.830" 0.800" 1.330" 1.830" 2.700" 3.500"

3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"

3,000 2,000 1,500 2,500 2,000 1,000 1,500 1,000 500 500

0.220" 0.312" 0.312"

0.850" 0.850" 1.350"

3/8" 3/8" 3/8"

1,000 1,000 1,000

Box Qty

Countersinking Head

S-WD 10-24 x 1 1/4" PWH3 KF S-WD 12-14 x 1" PFHUC3 KF S-WD 12-14 x 1 1/2" PFHUC3 KF1 S-WD 14-20 x 3" PFHUC4 KF1 S-WD 14-20 x 4" PFHUC4 KF1 #10 Diameter

S-MD 10-16 x 3/4" PPH3 KF1 S-MD 10-16 x 3/4" HWH3 KF #12 Diameter HWH

S-MD 12-14 x 7/8" HWH3 KF S-MD 12-14 x 1" HWH3 KF S-MD 12-14 x 1 1/2" HWH3 KF S-MD 12-14 x 1 1/2" HWH4 KF1 S-MD 12-14 x 2" HWH3 KF S-MD 12-14 x 3" HWH3 KF1 S-MD 12-24 x 1 3/4" HWH5 KF1 1/4 Diameter HWH

S-MD 1/4-14 x 1" HWH3 KF S-MD 1/4-14 x 1 1/2" HWH3 KF S-MD 1/4-14 x 2" HWH3 KF S-MD 1/4-20 x 1 1/8" HWH4 KF1 S-MD 1/4-20 x 1 1/2" HWH4 KF S-MD 1/4-20 x 1 3/4" HWH5 KF1 S-MD 1/4-20 x 2" HWH4 KF S-MD 1/4-20 x 2 1/2" HWH4 KF S-MD 1/4-20 x 3 3/8" HWH4 KF1 S-MD 1/4-20 x 4" HWH4 KF1 5/16 Diameter HWH

S-MD 5/16-18 x 1-1/2" HWH3 KF 1 S-MD 5/16-24 x 1-1/2" HWH4 KF 1 S-MD 5/16-24 x 2" HWH4 KF1 1 Available only through special order.



3 . 6 . 5 B i -M e t a l K w i k - F l e x S e l f - D r i l l i n g S c r e w s 3.6.5.1

Product Description

3.6.5.2


3.6.5.3

Technical Data

3.6.5.4


3.6.5.5


3 .6 .5 .1 P r o d u c t D e s c r ip t i o n Owners, architects and design engineers expect longer life cycles from buildings. Extended warranties and use of more sustainable materials add up to greater expectations for performance – from structural integrity to the purely aesthetic – of all building components. The Solution: Bi-Metal Kwik-Flex

Silvercolored Kwik-Cote coating over entire fastener

Self-drilling point

300 series stainless steel head & shank Fused and hardened carbon steel tapping threads and drill point

Self-Drilling Fasteners

Made of 302/304 series (18/8) stainless steel alloy to provide unmatched corrosion resistance in your toughest applications • Fused and hardened carbon steel drill point and lead threads quickly drill and tap structural steel and aluminum up 1 / 2" thick • Coated with silver-colored Kwik-Cote, a galvanic barrier to help protect aluminum components from accelerated corrosion when in contact with 300 series stainless steel • 300 series stainless alloy is virtually immune to delayed embrittlement failures seen with hardened 400 series stainless self-drilling fasteners 300 series stainless alloy is virtually immune to Hydrogen-Assisted StressCorrosion Cracking (HASCC). Hardened 410 stainless steel, 410 super-passivated stainless steel and 400 modified stainless steel self-drilling screws are generally considered susceptible to HASCC. Conventional hardened carbon steel screws with coatings that do not have Kwik-Flex technology (differential hardness) are also generally considered susceptible to HASCC.

Minimize Corrosion in Your Applications

• Exposed fastening / coastal / aggressive environments • Curtain wall / window wall systems / rain screen systems • Windows / doors / awnings / storefronts • Panel systems to steel or aluminum framing • Aluminum enclosures • ACQ-treated wood (especially for applications with unknown or uncontrolled moisture conditions) • Brick veneer anchoring Product Features

• Bi-metal technology – 300 (18-8) stainless steel head and shank provides outstanding corrosion resistance and long service life • Fused and hardened carbon steel drill point quickly drills and taps into steel or aluminum up to 1 / 2" thick • Silver-colored Kwik-Cote coating provides greater galvanic compatibility in dissimilar metal applications involving aluminum • High strength, ductility and reliability • Virtually immune to delayed embrittlement or to Hydrogen-Assisted Stress-Corrosion Cracking (HASCC) • Wide variety of sizes and head styles • High in-place value over the life of structures, components and systems


Fastener Material1

Self-Drilling Point Material

Fastener Plating

Bi-Metal Kwik-Flex

Stainless Steel

Carbon Steel

Kwik-Cote

1 Bi-Metal Kwik-Flex Fasteners with HWH style are AISI 304 stainless steel, while the PFH and PFHUC style fasteners are AISI 302 stainless steel. All head styles can be custom ordered in AISI 316 stainless steel with suf ficient lead time and quantities.



B i -M e t a l K w ik - F le x S e l f - D r illin g S c r e w s 3 .6 .5 3 .6 .5 .3 T e c h n ic a l D a t a Selection Guide Description

Size

Length (L)

S-MD 10-16 x 3/4" HWH #2 BM Kwik-Flex S-MD 12-14 x 1" HWH #3 BM Kwik-Flex

10-16

3/4"

S-MD 12-14 x 1-1/2" HWH #3 BM Kwik-Flex

12-14

Drive Recess

Drill Point Size

Maximum Drilling Capacity (DC)

2

0.110"

Maximum Total Thickness1 (MT)

Hex Washer Head 1"

5/16" hex

1-1/2"

S-MD 12-14 x 2-1/2" HWH #3 BM Kwik-Flex

2-1/2"

S-MD 12-24 x 2" HWH #5 BM Kwik-Flex

12-24

3

0.210"

1.00"

5

0.500"

1.100"

2.00"

2"


1"

S-MD 14-20 x 1-1/2" HWH #3 BM Kwik-Flex 1/4-20

0.500"

1-1/2"

1.00"

2"

1.500"

S-MD 14-20 x 2" HWH #3 BM Kwik-Flex S-MD 14-20 x 2-1/2" HWH #3 BM Kwik-Flex

0.320" 0.500"


3"


4"


2"

3

3/8" hex

2-1/2"

0.312"

2.00" 2.50" 3.50"

5

0.500"

1.100"

3

0.140"

0.800"

Flat Head Reamers w/wings S-WW 10-16 x 1-1/2" PFH #2 BM Kwik-Flex

10-16

1-1/2"

S -W W 12- 24 x 2-13 /16 " P FH # 5 B M Kw ik- Fl ex

12 -2 4

2 -13 /1 6"

#2 phillips

1.710" #3 phillips

S-WW 14-20 x 2-13/16" PFH #5 BM Kwik-Flex

1/4-20

5

0.500"

2-13/16"

1.710"

1"

0.500"

Flat Head Undercut S-WD 12-14 x 1" PFHUC #3 BM Kwik-Flex 12-14

0.140"

S-WD 12-14 x 1-1/2" PFHUC #3 BM Kwik-Flex

1-1/2"

1.00" #3 phillips

S-WD 1/4 - 20 x 3" PFHUC # 2 BM Kwik-Flex

2

3"

2.500"

1/4-20

0.210"

S-WD 1/4 - 20 x4" PFHUC #2 BM Kwik-Flex

4"

3.500"

1 Maximum total thickness (MT) describes the maximum thickness of all attachments plus the base material thickness and is the load-bearing length of 300 series stainless under the hex head or including the flat head. Hardened carbon steel length (lead threads and point) should be completely through the base material and not in the load bearing section of the connection.

Ultimate Tensile Strengths - Pullout (Tension)1,3

Ultimate Fastener Strength of Screw1,2,3

Pull-Out (lb) Drill Screw Point Size Type

Drill Cap (in.)

Steel HRB = 60-75 Fu = 50 – 66 ksi 18 ga.

455

16 ga.

677

14 ga.

10-16

2

0.150

793

10-16

3

0.187

−

616

684

12-14

2

0.187

528

750

892

12-14

3

0.210

417

679

802

12-24 1/4-20 1/4-20

5 3 5

0.500 0.312 0.500

− − −

− 680 −

− 780 −

12 ga.

1394

1/8"

Size

Tensile (lb)

Shear (lb)

10-16

1847

1282

1/4"

12-14

2628

1950

−

12-24

2734

2284

1/4-20

4124

2860

Alum inum 6 063-T5 22 ksi 3/16"

1/4"

1/8"

1906

−

−

994

1242

1605

1527

−

961

−

1536

2602

2514

−

1132

−

1371

2028

2499

−

974

−

− 1442 −

− 2623 −

2110 3684 −

2781 4069 2622

538 1037 −

1995 2786 1724

1 All performance data shown is based on tests performed under laboratory conditions at independent construction testing facilities. The appropriate safety factor should be applied and code requirements factored into specification and use of these fasteners. A safety factor of 4:1 or 25% of the ultimate average values is shown is generally accepted as an appropriate allowable load. Final determination of the appropriate safety factor and use of these fasteners is the sole responsibility of the person designing the connection. For additional product information and technical assistance, please contact Hilti directly at 1-877-749-6337. 2 Values are for 300 series stainless fastener threaded shank. 3 The lower of the ultimate pull-out and tensile fastener strength of screw should be used for design. Pullover or shear bearing capacity of the material being fastened must be independently evaluated.



3 . 6 . 5 B i -M e t a l K w i k - F l e x S e l f - D r i l l i n g S c r e w s 3 . 6 . 5 . 4 I n s t a l la t i o n I n s t r u c t i o n s For general discussion of Hilti Screw Fastener installation, reference Section 3.6.1.7.

Identi fication

The head marking consists of the number “3” as shown below.

Installation recommendation - Since the Bi-Metal Kwik-Flex fasteners are 300 series (18-8) stainless steel and considered non-magnetic, conventional magnetic setters will not retain them. Hilti offers Red Ring Setters to provide fast, reliable and consistent driving of the Bi-Metal Kwik-Flex fasteners.

flat

head

hex washer head

3 .6 .5 .5 O r d e r i n g In f o r m a t i o n Description

Maximum Drilling Capacity

Maximum Total Thi ckness (MT)

Drive Recess

Box Qty

0.800" 1.710" 1.710"

PH2 TEK PH3 PH3

3,500 1,500 1,000

0.500" 1.000" 2.500" 3.500"

PH3 PH3 PH3 PH3

4,000 2,500 500 500

0.320"

5 / 16"

5,000

0.500" 1.000" 2.000" 1.100"

5 / 16" 5 / 16" 5 / 16" 5 / 16"

4,000 2,500 1,000 2,000

0.500" 1.000" 1.500" 1.100" 2.000" 2.500" 3.500"

3 / 8" 3 / 8" 3 / 8" 3 / 8" 3 / 8" 3 / 8" 3 / 8"

2,500 1,000 1,000 1,500 1,000 500 500

Countersinking Head - Winged Reamers

S-WW 10-16 x 1 1 / 2" PFH # #3 BM KF S-WW 12-24 x 2 13 / 16" PFH #5 BM KF S-WW 14-20 x 2 13 / 16" PFH #5 BM KF

0.140" 0.500" 0.500" Countersinking Head

S-WD 12-14 x 1" PFHUC #2 BM KF S-WD 12-14 x 1 1 / 2" PFHUC #2 BM KF S-WD 1 / 4-20 x 3" PFHUC #2 BM KF S-WD 1 / 4-20 x 4" PFHUC #2 BM KF

0.140" 0.140" 0.210" 0.210" #10 Diameter HWH

S-MD 10-16 x 3 / 4" HWH #2 BM KF

0.110" #12 Diameter HWH

S-MD 12-14 x 1" HWH #3 BM KF S-MD 12-14 x 1 1 / 2" HWH #3 BM KF S-MD 12-14 x 2 1 / 2" HWH #3 BM KF S-MD 12-24 x 2" HWH #5 BM KF

0.210" 0.210" 0.210" 0.500" 1 / 4 Diameter HWH

S-MD 1 / 4-20 x 1" HWH #3 BM KF S-MD 1 / 4-20 x 1 1 / 2" HWH #3 BM KF S-MD 1 / 4-20 x 2" HWH #3 BM KF S-MD 1 / 4-20 x 2" HWH #5 BM KF S-MD 1 / 4-20 x 2 1 / 2" HWH #3 BM KF S-MD 1 / 4-20 x 3" HWH #3 BM KF S-MD 14-20 x 4" HWH #3 BMKF

0.312" 0.312" 0.312" 0.500" 0.312" 0.312" 0.312"



Notes


Reference

4 . 1 A p p r o v a l s & L is t i n g s 4 . 1. 1 I C C - E S (International C o d e C o u n c il) Ev a l u a t io n R e p o r t s

4 . 1. 2 C O L A ( C it y o f L o s A n g e l e s ) Approvals

Report No.

Report No. Title

Title

ESR-1663

Hilti Low-Velocity Power-Driven Fasteners

25296

Hilti Fasteners and Self-Drilling Screws for Steel Diaphragm Attachment

ESR-1752

Low-Velocity Power-Driven Fasteners

ESR-2184

Hilti Low-Velocity Powder-Actuated Ceiling Clip Assemblies

25646

Hilti Low-Velocity Power Driven Fasteners

25651

Low-Velocity Powder-Actuated Ceiling Clip Assemblies

25662

Low-Velocity Power-Driven Track Fasteners

25675

Low-Velocity X-U and X-U 15 Universal PowderDriven Fasteners

25678

Hilti Self-Drilling Screws

25684

Hilti Low-Velocity Powder-Actuated Driven Threaded Studs for Attachment to Steel

Low-Velocity Powder-Actuated Driven Threaded Studs for Attachment to Steel

25708

Exterior or Perimeter Sill and Interior Plate Anchorages

Exterior or Perimeter Sill and Interior Plate Anchorages

25826

Hilti X-HS Threaded Rod Hanger Assembly

25839

Hilti X-CW Ceiling Wire Assemblies

25877

Hilti X-EDNK22 THQ12, X-EDN19 THQ12 or X-ENP19 L15 Power-Driven Fasteners and Hilti S-SLC01 MHWH and S-SLC02 MHWH Sidelap Connectors

25095

Hilti Kwik-Flex Self-Drilling Screws

ESR-2196

Hilti Self-Drilling Screws

ESR-2197

Steel Deck and Concrete Filled Diaphragms Attached with Hilti Fasteners

ESR-2199

Steel Deck Diaphragms

ESR-2269

Hilti Low-Velocity X-U and X-U 15 Universal Power-Driven Fasteners

ESR-2347 ESR-2379 ESR-2776

Steel Deck Diaphragms attached with Hilti Powder-Actuated Fasteners and Hilti SLC Sidelap Connectors

ESR-2795

Hilti Low-Velocity Powder-Actuated X-HS Threaded Rod Hanger Assemblies

ESR-2892

Hilti X-CW Ceiling Wire Assemblies

ER-4780

Hilti Kwik-Flex Self-Drilling Screws

4 . 1. 3 U L / c U L (U n d e r w r it e r s L a b o r a t o r i e s ) L is t i n g s

4 . 1. 4 F M R C (Fa c t o r y M u t u a l) Approvals

File No. Title

File No.

Application / Product

EX2258

Pipe Hangers Powder Actuated Fasteners EW10-30-15P10, W10-30-32P10 and W10-30-42P10

3036326

Examination of Expanded Approvals of Selected Hilti Steel Deck Fasteners, Powder-Activated Steel Deck Fasteners and Steel Deck Sidelap Fasteners

R13203

Roof Deck Construction Nos 58, 87, 156, and 157 Powder Actuated and Pneumatic Driven Fasteners

3021719

E217969

Power Driven Hangers Hilti X-HSW6, X-HSW10 and X-RH

Steel Deck Roof Construction (Class 1-90) Powder-Actuated Steel Deck Fasteners X-ENP-19 L15, ENPH2-21 L15, X-EDN19 THQ12, X-EDNK22 THQ12

3011115

Steel Deck Roof Construction (Class 1-90) Extended Spans for Selected Hilti Steel Deck Fasteners and Hilti S-MD 12-14x1 Stitch and S-MD 10-16x7 / 8 Pilot Fasteners for Securing Steel Deck Side Laps

3026695

Pipe Hanger Components X-EW6H, X-EW10H

E201485

Wire Positioning Devices Hilti X-ECH/FR-L, X-ECH/FR-M, X-ECH/FR-S

E257069

X-BT W10 and X-BT M10 with sealing washer for use as grounding stud


Reference

R e f e r e n c e S t a n d a r d s 4 .2 4 . 2 . 1 I C C - ES A c c e p t a n c e Criteria Standard

Title

C33

Specification for Concrete Aggregates

C36

Standard Specification for Gypsum Wallboard

C90

Specification for Load-Bearing Concrete Masonry Units

AC10

Acceptance Criteria for Quality Documentation

C150

Standard Specification for Portland Cement

AC43

Acceptance Criteria for Steel Deck Roof and Floor Systems

C270

Standard Specification for Mortar for Unit Masonry

AC70

Acceptance Criteria for Fasteners Power-Driven into Concrete, Steel and Masonry Elements

C330

Specification for Lightweight Aggregates for Structural Concrete

AC118

Acceptance Criteria for Tapping Screw Fasteners

C332

Specification for Lightweight Aggregates for Insulating Concrete

AC230

Acceptance Criteria for Power-Driven Pins for Shear Wall Assemblies with Cold-Formed Steel Framing and Wood Structural Panels

C476

Specification for Grout for Masonry

C635

Standard Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings

C636

Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels

C954

Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness

AC368

Acceptance Criteria for Suspended Ceiling Systems

4 .2 .2 A S T M S t a n d a r d s Standard

Title

A36

Specification for Structural Steel

A153

Zinc Coating (Hot-Dip) on Iron and Steel Hardware

C1002

Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

C1396

Standard Specification for Gypsum Board

A449

A493

Specification for Stainless and Heat-resisting Steel for Cold Heading and Cold Forging Bar and Wire

C1513

Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections

A510

Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel

D1761

Standard Test Methods, for Mechanical Fasteners in Wood

A572

Standard Specification for High-Strength Low Alloy Columbium-Vanadium Structural Steel

E380

A641

Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire

Standard Practice for Use of the International System of Units, SI (The Modernized Metric System)

E455

Standard Specification for Steel Sheet, ZincCoated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process

Standard Specification for Pressure Vessel Plates, Carbon Steel, High-Strength Manganese

E1190

Test Methods for Strength of Powder-Actuated Fasteners Installed in Structural Members

F594

Standard Specification for Stainless Steel Nuts

F844

Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use

F1941

Standard Specification for Electrodeposited Coatings on Threaded Fasteners (Unified Screw Threads, UN / UNR)

A653

A992

Standard Specification for Steel for Structural Shapes For Use in Building Framing

A1008

Standard Specification for Steel, Sheet, ColdRolled, Carbon, Structural, High-Strength Low Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened and Bake Hardenable.

B117

Standard Practice for Operating Salt Spray (Fog) Apparatus

G15

Standard Terminology Relating to Corrosion and Corrosion Testing

B633

Electrodeposited Coatings of Zinc on Iron and Steel

G85

Standard Practice for Modified Salt Spray (Fog) Testing

B695

Coatings of Zinc Mechanically Deposited on Iron and Steel

G87

Standard Practice for Conducting Moist SO2 Tests


Reference

4 .2 R e fe r e n c e S t a n d a r d s 4 . 2 . 3 A IS I S t a n d a r d s

4 . 2 . 7 F e d e r a l S p e c i f ic a t i o n s

Standard

Title

Standard

Title

S904

Standard Test Methods for Determining the Tensile and Shear Strength of Screws

US-DOC

PS-1-95 Construction and Industrial Plywood

US DOC

S905

Test Methods for Mechanically Fastened ColdFormed Steel Connections

PS-2-92 or Performance Standard for WoodBased Structural-Use Panels

S907

Test Standard for Cantilever Test Method for Cold-Formed Steel Diaphragms

4 .2 .8 IS O S t a n d a r d s Standard

Title

4 .2 .4 A N S I S t a n d a r d s

ISO 3768

Metallic Coatings - Neutral Salt Spray Tests

Standard

Title

EN/ISO 4042

Fasteners - Electroplated Coatings

A10.3

Powder-Actuated Fastening Systems – Safety Requirements

ISO 6988

Metallic and Other Non-Organic Coatings Sulfur Dioxide Test with General Condensation of Moisture

B18.12

Glossary of Terms for Mechanical Fasteners

4 .2 .5 S A E S t a n d a r d s Standard

Title

SAE J78

Steel Self-Drilling Tapping Screws

SAE J405

Chemical Compositions of SAE Wrought Stainless Steels

SAE J429

Mechanical and Material Requirements for Externally Threaded Fasteners

4 .2 .9 D IN S t a n d a r d s Standard

Title

DIN 50021

Spray Tests with Different Sodium Chloride Solutions

DIN 50018/2.0 Sulfur Dioxide Corrosion Testing in a Saturated Atmosphere

4 .2 .6 U L /F M S t a n d a r d s Standard

Title

UL 203

Pipe Hanger Equipment for Fire Protection Service

UL 467

Grounding and Bonding Equipment

UL 580

Tests for Uplift Resistance of Roof Assemblies

UL 2239

Hardware for the Support of Conduit Tubing and Cable

UL 1565

Positioning Devices


Reference

T e c h n ic a l R e f e r e n c e s 4 . 3 4 .3 .1 M e t r i c C o n v e r s i o n s a n d Eq u i v a le n t s The Metric Conversion Act of 1975, as amended by the

Table 1 : Diameters

Omnibus Trade and Competitiveness Act of 1988, establishes the SI (System International) metric system as the preferred system of measurement in the United States. Many products are currently manufactured and supplied in SI or “hard” metric sizes such as anchor bolts of 10 mm, 12 mm, 26 mm, etc. diameter. Where the inch-pound system is given or used, “soft” metric conversion can sometimes be used (but specifically not when selecting a drill bit for installing mechanical anchors, where it is critical to only use the specified Imperial or Metric diameter bit). The soft conversion diameters for anchor bolts is given by Table 1. Standard metric conversion factors commonly used for fastening products are given in Tables 2 & 3. Table 2 : Imperial Units to SI Units To Convert

Inch-Pound System In.

Hard Metric Conversion mm

Use for Soft Metric mm

1 / 4 5 / 16 3 / 8 1 / 2 5 / 8 3 / 4 1 1-1 / 4

6.35 7.94 9.52 12.70 15.88 19.05 25.40 31.75

6 8 10 12 16 20 25 32

Table 3 : SI Units to Imperial Units

Into

Multiply By

Length

To Convert

Into

Multiply By

Length

inch (in.) foot (ft)

millimeter (mm) meter (m)

25.4000 0.3048

Area

millimeter (mm) meter (m)

inch (in.) foot (ft)

0.0394 3.2808

Area

square inch (in ) square inch (in2 ) square foot (ft2 ) 2

(mm2 )

square millimeter square centimeter (cm2 ) square meter (m2 )

645.1600 6.4516 0.0929

Volume

square millimeter (mm2 ) square centimeter (cm2 ) square meter (m2 )

square inch (in2 ) square inch (in2 ) square foot (ft2 )

0.0016 0.1550 10.7639

cubic inch (in3 ) cubic foot (ft3 ) gallon (US gal)

0.0610 35.3147 0.2642

Volume

cubic inch (in ) cubic foot (ft3 ) gallon (US gal) 3

cubic centimeter (cm3 ) cubic meter (m3 ) liter (L)

16.3871 0.0283 3.7854

Force

pound force (lbf) pound force (lbf)

Force

newton (N) kilonewton (kN)

4.4482 0.0044

Pressure

pound / square inch (psi) pound / square inch (psi) KIP / square inch (ksi) pounds / s quare foot (psf)

newton / square millimeter (N / mm2 ) mega pascal (MPa) mega pascal (MPa) newton / square meter (N / m2 )

0.0069 0.0069 6.8946 47.8801

pound force (lbf) pound force (lbf)

0.2248 224.8089

newton / square millimeter (N / mm2 ) mega pascal (MPa) mega pascal (MPa)

pound / square inch (psi)

145.0400

pound / square inch (psi) KIP / square inch (ksi) pounds / square foot (psf)

145.0400 0.1450 0.0209

newton / square meter (N / m2 ) Torque or Bending Moment

newton meter (Nm) newton meter (Nm)

1.3558 0.1130

Diaphragm Shear

pounds / foot (plf)

newton (N) kilonewton (kN) Pressure

Torque or Bending Moment

foot pound (ft-lb) inch pound (in-lb)

cubic centimeter (cm3 ) cubic meter (m3 ) liter (L)

newton meter (Nm) newton meter (Nm)

foot pound (ft-lb) inch pound (in-lb)

0.7376 8.8496

pounds / lineal foot (plf)

0.0685

Diaphragm Shear Shear

newton / meter (N / m)

14.5939

newton / meter (N / m)


Reference

4 . 3 T e c h n ic a l R e f e r e n c e s 4 .3 .2 F a s t e n e r T h r e a d D a t a Basic Dimensions for UNC Coarse Thread Series—ANSI B1.1-1982

Nominal Size

1 / 4 3 / 8

Basic Diameter Major Minor in. (D) in.

0.2500 0.3750

0.1959 0.3073

Threads per Inch (n)

20 16

Nominal in2

Area* Minor in2

Tensile Stress in2

0.0491 0.1104

0.0269 0.0678

0.0318 0.0775

* Minor Area = 0.7854 (D – 1.3 / n)2 Tensile Stress Area = 0.7854 (D – 0.9743 / n)2

Basic Profile for UN, UNR & Metric M Screw Threads

Basic Dimensions for M Profile Metric Thread Series – ANSI B1.13M-1979

Nominal Size

M8 M10

Basic Diameter Major Minor mm (D) mm

8 10

6.62 8.34

Thread Pitch mm (P)

1.25 1.50

Area* Nominal Tensile Stress mm2 mm2

50.3 78.5

36.6 58.0

* Tensile Stress Area = 0.7854 (D - 0.9382 P) 2


Reference

T e r m s & C o n d i t io n s In The United States

TERMS AND CONDITIONS OF SALE Payment Terms

Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, including attorney’s fees.

Freight

All sales are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dates are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions.

Credit

All orders sold on credit are subject to Credit Department approval.

Return Policy

Products must be in saleable condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in as-new condition. All returns are subject to Hilti inspection and acceptance, and a $125 restocking charge if returned more than 90 days after invoice date. Proof of purchase is required for all returned materials.

Ineligible Return

Warranty

Special order products and discontinued items are not eligible for return or credit. Dated materials are only returnable in case quantity and within 14 days after invoice date. In no event shall any product be returnable or qualify for credit after 1 year from invoice date. Hilti warrants that for a period of 12 months from the date it sells a product it will, at its sole option and discretion, refund the purchase price, repair, or replace such product if it contains a defect in material or workmanship. Absence of Hilti’s receipt of notification of any such defect within this 12-month period shall constitute a waiver of all claims with regard to such product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilti shall in no event be liable for, and Customer hereby agrees to indemnify Hilti against, all claims related to special, direct, indirect, incidental, consequential, and any other damages arising out of or related to the sale, use, or inability to use the product, including costs and attorney’s fees.

Order Acceptance

Acceptance is limited to the express terms contained herein, and terms are subject to change by Hilti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shall not operate as a rejection of the offer unless it contains variances in the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed “accepted” by Hilti unless and until it ships the associated items.

Domestic Origin

Origin information may be obtained by written request to Hilti, Inc., Contract Compliance, P.O. Box 21148, Tulsa, Oklahoma 74121. Hilti’s Quality Department personnel are the only individuals authorized to warrant the country of origin of Hilti products.

Business Size

Hilti is a large business.

Prices

Prices are those stated on the order, and unless otherwise noted are based on purchasing all items on the order – pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored customer records, makes no representation with respect to same, and rejects any price warranty terms proposed by Customer. Hilti’s published net price list is subject to change without notice.

Consent to Jurisdiction

All transactions made pursuant hereto shall be deemed to have been made and entered into in Tulsa, Oklahoma. Any and all disputes arising directly or indirectly from such transactions shall be resolved in the courts of the County of Tulsa, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed in accordance with the laws of the State of Oklahoma.

Indemnification

Customer hereby agrees to indemnify Hilti for any costs, including attorney’s fees, incurred by Hilti as a result, in whole or in part, of any violation by Customer of any Federal, State or Local statute or regulation, or of any nationally accepted standard. It shall be Customer’s sole responsibility to comply with all applicable laws and regulations regarding the handling, use, transportation, or disposal of products upon taking possession of same.

Convert check to ETF

When you provide a check as payment, you authorize Hilti to use information from your check to make a one time electronic fund transfer from your checking account or to process the payment as a check transaction. When we use information from your check to make an electronic fund transfer, funds may be withdrawn from your account as soon as the same day we receive your payment, and you will not receive your check back from your financial institution.

Authorization

HILTI LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICATIONS, ACCEPT INFORMATION ON THE POTENTIAL FOR CONSEQUENTIAL DAMAGES, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. HILTI SALES REPRESENTATIVES (INCLUDING ACCOUNT MANAGERS, REGIONAL MANAGERS, AND CUSTOMER SERVICE REPRESENTATIVES) HAVE NO SUCH AUTHORITY.


Reference

T e r m s & C o n d i t io n s

c

In Canada

TERMS AND CONDITIONS OF SALE Payment Terms

Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, if any, including reasonable attorney’s fees.

Freight

Sales are F.O.B. Destination Point with transportation allowed via Hilti designated mode. Additional charges may apply for expedited delivery, special handling requirements, and orders under certain limits. Fuel surcharges may apply depending on market conditions.

Credit

All orders sold on credit are subject to Credit Department approval.

Return Policy

Product may be returned (prepaid, unless otherwise authorized) to Hilti provided: i)

it is returned by the original purchaser, with proof of purchase

ii)

it is not dated product returned more than 30 days after original delivery date (dated items only returnable in case quantities)

iii)

it is not discontinued, clearance, or special order product

iv)

it is unused, in original packaging and in unbroken quantities, in as-new condition

v)

it is not older than 1 year from invoice date

Warranty

Other than the manufacturer’s published warranty, no warranties or conditions, express or implied, written or oral, statutory or otherwise are implied. Any and all conditions and warranties implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived.

Title to Product

Title to product remains with Hilti until the total purchase price of product is paid.

Prices

Customer agrees to Pay Hilti prices set out on invoice. Customer agrees to pay taxes as indicated on invoice unless Hilti receives acceptable exemption certificates.

Indemnification

Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hilti shall in no event be liable for special, incidental, or consequential damages.

Changes

Only Hilti legal department personnel are authorized to modify these Terms and Conditions or modify credit terms. Terms are subject to change by Hilti without notice.

Cash Sales

Payment in full is due prior to goods being released.

Quotations

All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until end of promotion period. Quotations based on purchasing all items listed – pricing for individual products may vary for purchases of different quantities or item combinations.

Convert check to ETF

When you provide a check as payment, you authorize Hilti to use information from your check to make a one time electronic fund transfer from your checking account or to process the payment as a check transaction. When we use information from your check to make an electronic fund transfer, funds may be withdrawn from your account as soon as the same day we receive payment and you will not receive your check back from your financial institution.


Engineering Services

H i l t i Te c h n i c a l S e r v i c e s We are committed to developing and maintaining the trust of our customers who recommend, specify, or use Hilti products within the professional design and construction communities. W e d o t h is b y p r o v i d i n g t e c h n ic a l a s s i s t a n c e f o r t h e s a f e , a p p r o p r ia t e u s e o f H i lt i p r o d u c t s b a s e d o n s o u n d e n g i n e e r i n g ju d g e m e n t . F ie l d E n g i n e e r i n g a n d F ir e P r o t e c t i o n S p e c i a l is t s

• Product application design and detail assistance • Specification consultation • Design software support, i.e.: PROFIS • AIA/CES & NCSEA CEU seminars • Project site involvement • Installation and safety training • Site specific product support C o r p o r a t e E ng i n e e r in g

• Technical reports and approvals • Online technical design center • Technical software programs, i.e. PROFIS • Product application consultation • Firestop Engineering Judgements • Project specific CAD support • Decking submittal support C o r p o r a t e T e s t i n g C a p a b i li t i e s

• Concrete anchor and power driven fastener test facility • Full-scale Diaphragm Test Frame • U.L. certified firestop assembly furnaces • Independent witness by accredited organization L EE D D o c u m e n t a t io n

• Provide LEED documentation for all Hilti products • Online download of LEED documents

H i lt i . O u t p e r f o r m . O u t l a s t . Hilti, Inc. (U.S.) 1-800-879-8000 www.us.hilti.com • en español 1-800-879-5000 Hilti (Canada) Corp. 1-800-363-4458 www.hilti.ca

Voliume I - Technical Guide 2011

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