M
A
D G &
C
Eaves Gutter
230 & 260 Fascia 3000 Pan Head Bolts
Wall Cladding
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NATIONAL HEAD OFFICE Office Address 15 Railway Terrace, Mile End South SA 5031 Posta Po stall Addre Address ss PO Box Box 281, 281, Ma Marle rlesto ston n SA 5033 5033 Phone (08) 8292 3611 Fax (08) 8292 3678 Email
[email protected]
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844 Mari rio on Road, Mari rion on SA 5043 (08) 8377 0155 (08) 8377 1929
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Contents 1.1 Fo Forew reword ord... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 1.2 1. 2 Compa Company ny Pro Profi file le.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 1.3 1. 3 Sco Scope pe of Ma Manu nual al.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. 1.4 1. 4 Guar Guaran ante tees es & War arra rant ntie ies. s... .... .... .... .... .... .... .... .... .... .... .... .... 1.5 1. 5 Di Disc scla laim imer er.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 1.6 1. 6 Fi Fiel elde ders rs Servi Service ces. s... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ....
1 1 1 2 2 2
P D 2.1 Sec Sectio tions. ns.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 2.2 Tole oleran rances ces... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 2.3 Mat Materi erials als... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 2.4 2. 4 Lappi Lapping ng Requ Requir irem emen ents ts.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 2.5 Bol Bolts. ts.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 2.6 2. 6 Standa Standard rd Punch Punchin ing. g... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 2.7 2. 7 Non-S Non-Sta tand ndar ard d Punc Punchi hing ng.. .... .... .... .... .... .... .... .... .... .... .... .... .... ..
3 3 4 4 4 4 4
P a D 3.1 3. 1 C Se Sect ctio ions ns.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 3.2 Z Sec Sectio tions. ns.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 3.3 3. 3 FC Secti Section ons. s... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ..
5 6 7
P 4.1 4. 1 Fa Fasc scia ia Optio Options ns.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. 4.2 4. 2 Stan Standa dard rd Fix Fixin ing g Deta Detail il.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 4.3 Sect Section ion Prop Propert erties ies... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 4.4 Lo Loads ads... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... ..
9 9 10 10
. 5.0 Row Rowss of of Bridg Bridging ing... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 5.1 IB Series Intermediate Bridging for Custom Punched Purlin & Girt Syste Sys tems. ms.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 5.2 FB Series Fascia Bridging for Custom Punched Purlin & Girt System Sys tems.. s..... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 5.3 SB Series Support Bridging for Custom Punched Purlin & Girt Syste Sys tems. ms.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 5.4 RB Series Ridge Bridging for Custom Punched Purlin & Girt Syste Sys tems. ms.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... ..
11
12
8.1 Design Design Services Services... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 8.2 Orderi Ordering ng / Pr Prici icing ng... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 8.3 Avail Availabilit abilityy...... ........... ........... ........... ........... ........... ........... ........... ........... ...... 8.4 Sto Storag rage.. e..... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 8.5 Roofing Roofing Profil Profiles. es.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 8.5 Prod Product uct Sele Selecti ction on Guide Guide... ...... ...... ...... ...... ...... ...... ...... ...... ..... ..
23 23 23 23 23 24
...... ... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... ..
25
o P D T .... .. .... .... .... .... .... .... .... .... .... .... .... .... 10.1 10. 1 Single Single Span Span 75LC 75LC .... ....... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 10.2 10. 2 Singl Single e Span Span 100L 100LC/1 C/100Z 00Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.3 10. 3 Single Single Span Span 100FC 100FC ....... .......... ...... ...... ...... ...... ...... ...... ...... ..... .. 10.4 10. 4 Singl Single e Span Span 150L 150LC/1 C/150Z 50Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.5 10. 5 Singl Single e Span Span 200L 200LC/2 C/200Z 00Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.6 10. 6 Singl Single e Span Span 250L 250LC/2 C/250Z 50Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.7 10. 7 Single Single Span Span 300L 300LC C ...... ......... ...... ...... ...... ...... ...... ...... ...... ...... ... 10.8 10. 8 Single Single Span Span 350L 350LC C ...... ......... ...... ...... ...... ...... ...... ...... ...... ...... ... 10.9 10 .9 Sing Single le Span Span 400L 400LC C ..... ....... .... .... .... .... .... .... .... .... .... .... .... .... ..
27 28 30 32 34 36 38 39 40 41
10.10 10.1 0 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 75 75LC LC .. .... .... .... .... 10.1 10 .11 1 Doubl Double e Cont Contin inuo uous us Span Spanss 100LC 100LC/1 /100 00Z Z 10.1 10 .12 2 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 10 100F 0FC C ... ..... .... .. 10.1 10 .13 3 Doubl Double e Cont Contin inuo uous us Span Spanss 150LC 150LC/1 /150 50Z Z 10.1 10 .14 4 Doubl Double e Cont Contin inuo uous us Span Spanss 200LC 200LC/2 /200 00Z Z 10.1 10 .15 5 Doubl Double e Cont Contin inuo uous us Span Spanss 250LC 250LC/2 /250 50Z Z 10.1 10 .16 6 Dou Doubl ble e Co Cont ntin inuo uous us Sp Span anss 300 300LC LC .. .... .... .... 10.1 10 .17 7 Dou Doubl ble e Co Cont ntin inuo uous us Sp Span anss 350 350LC LC .. .... .... .... 10.1 10 .18 8 Dou Doubl ble e Co Cont ntin inuo uous us Sp Span anss 400 400LC LC .. .... .... ....
42 44 46 48 50 52 53 54 55
10.19 10.1 9 Doub Double le Lap Lappe ped d Span Span 100 100Z Z .... ...... .... .... .... .... .... .... 10.2 10 .20 0 Doub Double le Lap Lappe ped d Span Span 150 150Z Z .... ...... .... .... .... .... .... .... 10.2 10 .21 1 Doub Double le Lap Lappe ped d Span Span 200 200Z Z .... ...... .... .... .... .... .... .... 10.2 10 .22 2 Doub Double le Lap Lappe ped d Span Span 250 250Z Z .... ...... .... .... .... .... .... ....
56 58 60 62
10.23 10.2 3 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 75L 75LC C ... ..... .... .... .... .... 10.2 10 .24 4 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 100 100LC LC/1 /100 00Z Z 10.2 10 .25 5 Thre Three e Cont Contin inuo uous us Spa Spans ns 100 100FC FC ... ..... .... .... .... 10.26 Three Continuous Spans 150LC/150Z 10.2 10 .27 7 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 200 200LC LC/2 /200 00Z Z 10.2 10 .28 8 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 250 250LC LC/2 /250 50Z Z 10.2 10 .29 9 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 300 300LC LC .. .... .... .... .... .. 10.3 10 .30 0 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 350 350LC LC.. .... .... .... .... .... 10.3 10 .31 1 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 400 400LC LC .. .... .... .... .... ..
64 66 68 70 71 72 73 74 75
10.32 10.3 2 Thre Three e Lap Lappe ped d Span Spanss 100Z 100Z ... ..... .... .... .... .... .... .... .... 10.3 10 .33 3 Thre Three e Lap Lappe ped d Span Spanss 150Z 150Z ... ..... .... .... .... .... .... .... .... 10.3 10 .34 4 Thre Three e Lap Lappe ped d Span Spanss 200Z 200Z ... ..... .... .... .... .... .... .... .... 10.3 10 .35 5 Thre Three e Lap Lappe ped d Span Spanss 250Z 250Z ... ..... .... .... .... .... .... .... ....
76 78 80 82
10.36 10.3 6 Four Four Lap Lappe ped d Span Spanss 100Z 100Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .37 7 Four Four Lap Lappe ped d Span Spanss 150Z 150Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .38 8 Four Four Lap Lappe ped d Span Spanss 200Z 200Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .39 9 Four Four Lap Lappe ped d Span Spanss 250Z 250Z .... ...... .... .... .... .... .... .... .... .. 10.40 10. 40 Can Cantil tileve evers rs ... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...
84 86 88 90 92
P U R L I N & G I R T D E S I G N M A N U A L
14
15
16
6.1 Cle Cleat at Dim Dimens ension ionss and Det Detail ails.. s..... ...... ...... ...... ...... ..... .. 6.2 Standard Brackets and Cleats for Multi Mul ti Hol Hole e Fas Fastsp tspan an Pur Purlin linss Only Only... ...... ...... ...... ...... .....
17 19
C T 7.1 Assumpt Assumption ions.. s..... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 7.2 Lo Loads ads... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 7.3 Note Notess to Capa Capacit cityy Tabl Tables. es.... ...... ...... ...... ...... ...... ...... ...... ..... ..
21 21 21
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P U R L I N & G I R T D E S I G N M A N U A L
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1.0
Introduction
1.1 Foreword
1.2
“Specifying Fielders - Purlin and Girt Design Manual“ provides detailed product specification and installation information as well as a range of useful design data. We are sure s ure you will find this Design Manual of great value when using Fielders vast range of purlin and girt products. We look forward to receiving your feedback as you use this publication. It is with this valued feedback that Fielders responds to the needs of our clients by releasing new and improved products and information, such as our new “Specifying Fielders Roofing & Walling” and “Specifying Fielders KingFlor” Manuals. Your contribution will assist in the evolution of the “Specifying Fielders - Purlin and Girt Design Manual.“ In the meantime, we are confident that our Manual will ensure you always .. O T
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Fielders have been synonymous with quality and strength for over 100 years in an industry where success is reliant on satisfaction. Initially providing roofing materials, the company has now extended its product range and reach across Australia to include purlins, door frames, carports, verandahs, fencing, sheds and flooring. This ensures comprehensive product offerings and support for all aspects of building construction. Utilising our progressive culture, specialised resources and market leadership position, Fielders is famous for our avant-garde approach to manufacturing and installation. Indeed we are the only company to have introduced 7 Mobile Roofing Mills, 3 concealed fix roofing profiles and 4 KingFlor formwork systems in the past 5 years. Being at the forefront of international roofing standards, we have attracted the loyalty of many architects, engineers, roofers, formworkers and builders who have experienced the benefits of reduced logistical, labour and time expenditures. With these and many other new developments, Fielders will continuously strive for growth through superior products, convenience, quality and service. With Fielders, you will always "Finish On Top".
1.3 John Easling Managing Director
Company Pr Profile
P U R L I N & G I R T D E S I G N M A N U A L
Scope of of De Design Ma Manual
This Purlin and Girt Design Manual is intended to aid in the design and installation of Fielders purlin and girt products as well as the associated bridging, fasteners and accessories. This Design Manual serves as a reference document and assists all personnel associated with the specification and construction of purlins and girts to specify Fielders products. These personnel typically include Architects and Engineers as well as Contractors and Builders on site. By following the guidelines in this Design Manual, a cost effective and efficient purlin or girt design can be achieved. The data and information presented in this document deals specifically with the full range of products available from Fielders and must not be used for competitors' products.
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1.4 P U R L I N & G I R T D E S I G N M A N U A L
1.4
Gua uara rant ntee eess & Warr rra ant ntie iess
BlueScope Steel offers a warranty of 10 years from the date of installation against perforation by natural degradation, when used within the building envelope (not exposed to the external environment). It is applicable to light industrial/commercial applications located greater than 1km from a marine or heavy industrial environment only and applies to GALVASPAN® GALV ASPAN® Steel Z350 and Z450 products when used in purlin applications: Warranty requests are evaluated on a case-by-case basis. BlueScope Steel reserves the right to determine the warranty period given. All BlueScope Steel warranties are subject to terms and conditions, which are available from Fielders or from BlueScope Steel.
1.5
Disclaimer
Care has been taken to ensure that the information presented herein is accurate, however Fielders Australia Pty Ltd does not accept responsibility for errors due to misinterpretation by the user. user. The Design Manual, associated programs, data files and documentation are the property of Fielders Australia Pty Ltd. Reproduction of any kind, in whole or in part in any form, without prior written consent is strictly prohibited. Standard Warranty imposed by statute law applies only, with all other conditions, warranties, guarantees and representations on the part of Fielders expressly excluded. Fielders liability pursuant to guarantees are limited to the re-supply of material and specifically excludes any claim for consequential direct or indirect losses.
In using Fielders purlin products, the user must take into account the various factors that may influence the suitability of its application for a particular project. Some of these factors may include, but are not limited to, the overall building structure, structural type, stability and layout, loads (dead, live, wind, earthquake, accidental damage and impact), fire requirements, environmental factors (including corrosive environments), and other detailing requirements including end bearing and supports, as well as the effect of penetrations and non-rectangular geometry. Fielders are not responsible for the manner in which purlins and associated products represented in this Design Manual are used in projects, and accordingly, any building certification pertaining to individual projects must be obtained from the Architect and Structural Engineer responsible for the project. If the need arises to use products described within this Design Manual outside the guidelines within this or other current technical literature or if any doubt exists over the interpretation of the use of the products, the designer should refer to Fielder's technical representatives for project specific comment and assistance prior to work commencing.
1.6
For advice regarding the following items, or any other queries relating to the information contained in this brochure please contact Fielders Australia Pty Ltd. • • • •
It is recommended that you obtain qualified expert advice when seeking confirmation of product application. This Design Manual has been produced for use by practising Architects and Engineers as a design aid. The responsibility for the use of the data lies entirely with the Architect or Engineer, Contractor or Builder.
2
Fielders Se Services
Fielders Australia Pty. Ltd
The BlueScope Steel corrosion warranty warranty,, Fielders product performance warranty. Advice on improving the life expectancy of the profiles. Access to design engineers to assist in the application of the Fielders product. Design service for large projects including software analysis.
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2.0
2.0
General Pr Product Da Data
2.2 Tolerances
2.1
Sections
The following tolerances apply to Z and LC sections:
All Fielders Zed (Z) and Cee (LC) sections are rolled rol led to length. LC sections may be used in single spans and unlapped continuous spans. Z sections may be used over single spans, unlapped continuous, and lapped continuous spans. The following table lists all the purlin and girt sections within the Fielders range; 2
s s
s
100Z 10 100Z 12 100Z 15 100Z 19 100Z 24 150Z 12 150Z 15 150Z 19 150Z 24 200Z 15 200Z 19 200Z 24 250Z 19 250Z 24
a
75LC10 75LC12 75LC15 100LC10 100LC12 100LC15 100LC19 100LC24 150LC12 150LC15 150LC19 150LC24 200LC15 200LC19 200LC24 250LC19 250LC24 300LC24 300LC30 350LC30 400LC30
i V
100FC10 100FC12 100FC15 100FC19
T Depth: ±2mm Flange width: ±2mm Overall length: ±2mm for LC sections and ±6mm for Z sections. Hole centres: ±1.5mm Camber: Up to 1 in 500 depending on length. (Camber is the variation from straightness in the plane of the web.) Bow: Up to 1 in 300 depending on length. (Bow is the variation from straightness in a plane perpendicular to the web.)
P U R L I N & G I R T D E S I G N M A N U A L
T Fielders recommend the following construction tolerances as a good practice guide; 2
Pur lin Levels Pur lin Slope Clip Spacing Clip Alignment to Rib
+ S/180 or 10mm -S/360 or 5mm (1) ± 1° ± 2mm (2) ± 2°(2)
Note: (1) Use the the lesser value. S is the purlin spacing. (2) Clips are use for concealed fixed roofing profiles only.
The sections are typically referenced as follows;
e.g.
100Z10 1.0mm gauge
100mm deep
Z Section
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2.3 P U R L I N & G I R T D E S I G N M A N U A L
2.3
Materials
2.6
All pur purlin linss are rol rolled led usi using ng Blu BlueSc eScope ope Stee Steell GALVASPAN® high tensile steel. This product has a standard galvanized coating of Z350 (350 grams of zinc per m2) and is typically used in non-aggressive areas. For severe and aggressive environments where a build-up of airborne corrosive contaminants can affect the coating, Z450 is recommended (450 grams of zinc per m2). The following table lists the Steel Grade for each steel gauge; 2
G 1.0mm 1.2mm 1.5mm 1.9mm 2.4mm 3.0mm
2.4
(
Standard Pu Punching
22 x 18mm slotted holes will be punched when using standard grid line centres of 40, 60, 110, and 160. Flange punching is also available.
2.7
Non-S -Sttandard Pun Punching
Non-standard punching and non-standard round holes are available and are subject to negotiation with Fielders. Fielders detailing sheets are available as a service to the industry and may be obtained by contacting your local Fielders office.
550 500 450 450 450 450
Lapping re requir ire ements
In order to ensure continuity in lapped span systems, lap lengths should be of an adequate distance and be substantially connected. For lapped purlin systems the length of the lapped region over each support is 15% of the span (ie 7.5% of the span on each side of the support). In order to achieve satisfactory connectivity at the lap each end of the lap must have one bolt through the flanges farthest from the cladding and another bolt through the webs at the end of the webs closest to the cladding. For further advice on this bolting arrangement, contact a Fielders technical representative.
2.5
Bolts
Fielders supply grade 4.6 bolts. It has been assumed in the preparation of the capacity tables within this Design Manual that the purlins are connected through the web of the purlin to cleats. Purlins of depths less than 300mm require two M12 bolts and purlins of depth 300mm or greater require two M16 bolts. Typically purlin span configurations require grade 4.6 bolts, however numbers shown in bold italics in the capacity tables in section 10.0 require grade 8.8 bolts.
4
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3.0 P U R L I N & G I R T D E S I G N M A N U A L
3.0 Sec ecttio ion n Pro rop per erttie iess and Dimensions The following are the Section Properties for Fielders Purlin and Girt products.
3.1
C Sections 3
Cat No.
A
B
D
t
CY
Area
Ma s s
Ix
Iy
Zx
Zy
r x
r y
J
Iw
mm
mm
mm
mm
mm
mm
kg/m
10 mm
10 mm
10 mm
10 mm
mm
mm
mm
10 mm4
75LC10
76
44
13
.95
15.9
167.9
1.32
0.159
0.046
4.184
1.639
30.8
16.6
50.52
62.18
75LC12
76
44
13
1.20
15.9
210.7
1.65
0.198
0.057
5.211
2.025
30.7
16.4
101.13
73.37
75LC15
76
45
14
1.50
16.6
267.2
2.10
0.249
0.076
6.687
2.734
30.5
16.8
200.40
99.14
2
6
4
6
4
3
3
3
3
4
6
100LC10
*
102
44
15
.95
14.5
196.4
1.54
0.319
0.054
6.255
1.845
40.3
16.6
59.10
124.20
100LC12
*
102
44
15
1.20
14.5
246.7
1.94
0.398
0.067
7.804
2.283
40.2
16.5
118.41
151.67
100LC15
*
102
45
15
1.50
14.9
309.2
2.43
0.498
0.087
9.908
2.945
40.1
16.7
231.9
192.04
100LC19
*
102
45
15
1.90
14.9
388.0
3.05
0.618
0.106
12.350
3.646
39.9
16.6
466.85
230.37
100LC24
*
102
46
15
2.40
15.3
489.0
3.84
0.744
0.136
15.540
4.610
39.8
16.7
938.92
286.63
150LC12
152
64
18
1.20
19.9
361.9
2.84
1.320
0.204
17.500
4.700
60.4
23.8
173.72
969.48
150LC15
152
64
18
1.50
19.9
450.2
3.53
1.633
0.251
21.700
5.794
60.2
23.6
337.65
1178.44
150LC19
152
64
18
1.90
19.9
566.6
4.45
2.041
0.311
27.190
7.205
60.0
23.4
681.71
1438.77
150LC24
152
64
18
2.40
19.9
709.8
5.57
2.535
0.318
33.890
8.891
59.8
23.2
1362.9
1735.08
200LC15
203
74
19
1.50
21.0
559.7
4.39
3.539
0.400
35.120
7.654
79.5
26.7
419.77
3230.95
200LC19
203
75
21
1.90
21.9
716.6
5.63
4.523
0.543
44.980
10.240
79.4
27.3
862.38
4359.58
200LC24
203
76
21
2.40
22.3
904.2
7.10
5.685
0.680
56.690
12.950
79.3
27.4
1736.00
5475.10
250LC19
254
71
21
1.90
18.1
798.4
6.27
7.424
0.500
58.900
9.622
96.4
25.0
96.69
6311.39
250LC24
254
71
21
2.40
18.1
1002.6
7.87
9.266
.0616
73.650
11.910
96.1
24.8
1925.00
7695.88
300LC24
300
96
27
2.40
26.1
1261.8
10.09
16.940
1.500
113.800
21.840
115.9
34.5
2422.7
26357.47
300LC30
300
96
31
3.00
27.2
1592.5
12.76
21.290
1.944
143.300
28.860
115.6
34.9
4790.00
34816.67
350LC
350
125
30
3.00
33.2
1910.0
14.99
35.790
3.811
206.300
42.920
136.90
44.7
5729.00
90010.00
400LC
400
96
34
3.00
22.3
1910.0
14.99
42.760
2.198
215.400
31.070
149.60
33.9
5729.00
70130.00
Y
* Available in South Australia
B D
(Victorian 100 FC Sections shown page 7) A X
X
t D CY
C Y
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5
3.2 P U R L I N & G I R T D E S I G N M A N U A L
3.2
Z Sections 3
Cat No.
A
B
C
D
t
Area
Ma s s
Ix
r x
r y
J
mm
mm
mm
mm
mm
mm
kg/m
10 mm
10 mm
10 mm
10 mm
mm
mm
mm
100Z10
102
49
42
14
0.95
197.4
1.55
0.323
0.098
6.132
2.111
40.5
22.3
59.38
154.61
100Z12
102
49
42
14
1.2
247.9
1.95
0.403
0.122
7.651
2.617
40.3
22.2
118.98
1 90.53
100Z15
102
49
42
15
1.5
310.7
2.44
0.501
0.154
9.501
3.324
40.1
22.3
233.00
2 41.93
100Z19
102
49
42
15
1.9
389.8
3.06
0.622
0.189
11.797
4.085
39.9
22.0
469.08
294.54
100Z24
102
50
43
15
2.4
491.4
3.86
0.778
0.242
14.763
5.157
39.8
22.2
943.42
374.10
150Z12
152
65
59
19
1.2
359.5
2.82
1.299
0.322
16.762
5.123
60.1
29.9
172.55
1200.22 12
150Z15
152
65
59
19
1.5
447.2
3.51
1.608
0.395
20.741
6.300
60.0
29.7
335.37
1469.37 14
150Z19
152
65
60
19
1.9
564.6
4.43
2.020
0.498
26.147
7.936
59.8
29.7
679.42
1882.13 18
150Z24
152
65
60
20
2.4
712.2
5.59
2.524
0.627
32.671
10.032
59.5
29.7
1367.36 13
2371.14
200Z15
203
79
73
17
1.5
559.7
4.39
3.556
0.643
34.483
8.374
79.7
33.9
419.75
4322.87 43
200Z19
203
79
73
20
1.9
716.6
5.63
4.535
0.860
43.981
11.227
79.5
34.6
862.33
5807.85 58
200Z24
203
79
74
21
2.4
906.6
7.12
5.709
1.103
55.513
14.397
79.4
34.9
1740.61 17
7563.49
250Z19
254
79
74
18
1.9
808.0
6.50
7.62
0.833
59.300
10.800
97.1
32.1
972.00
9480.00 94
250Z24
254
79
73
21
2.4
1030.0
8.16
9.64
1.080
74.900
14.200
96.9
32.5
1 970.00 19
12400.00
V
2
6
Iy 4
6
Zx 4
3
Zy 3
3
3
Iw 4
10 mm4 6
Y B
D U
X
X
<
t
U
A D
C Y
6
V
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3.3
3.3
FC Sec Secttio ion ns (Vic (Victtori ria a Onl Only y) 3
Cat No.
A
B
D
t
CY
Area
M as s
Ix
mm
mm
mm
mm
mm
mm
kg/m
10 mm
10 mm
10 mm
10 mm
100FC10
102
51
12.5
1.0
16.1
216
1.78
0.36
0.0755
7.130
100FC12
102
51
12.5
1.2
16.0
258
2.10
0.4320
0.892
100FC15
102
51
13.5
1.5
16.1
323
2.62
0.5370
100FC19
102
51
14.5
1.9
16.2
409
3.29
0.673
2
6
Iy 4
r x
r y
J
mm
mm
mm
2.190
41.1
18.7
71.90
160.00
8.480
2.590
41.0
18.6
124.00
188.00
0.112
10.50
3.290
40.8
18.7
242.00
241.00
0.142
13.20
4.210
40.6
18.7
492.00
311.00
6
Zx 4
3
Zy 3
3
3
Iw 4
10 mm4 6
P U R L I N & G I R T D E S I G N M A N U A L
The 100FC range is available in Victoria in lieu of the 100LC range on page 5. Y B D
A X
X
t
D CY
C Y
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7
P U R L I N & G I R T D E S I G N M A N U A L
This page intentionally blank
8
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4.0
4.0
Fascia Purlins
4.1
Fascia Options
P U R L I N & G I R T D E S I G N M A N U A L
The following fascia sections are available from Fielders and have been designed to allow the following four options. Each option has been designed to be used with the standard punched purlin and girt system and the fastspan purlin and girt system.
1 25 m m
1 25 m m
17mm m m 0 5
m m 0 5
85°-90°
m m 5 6
THIS ANGLE VARIES
m m m 7 m 5 0 2 6 1
C
m m m m 7 0 5 2 6 1
20mm m m 5 6
85°-90°
THIS ANGLE VARIES
E
m m m m 0 0 3 1 2 1
85°
90°
28mm
m m m m 0 0 3 1 2 1
85° 55mm
28mm
56mm
55mm
40mm 56mm
4.2
85°-90°
THIS ANGLE VARIES
D
90°
m 1 4 0 m
20mm
85°-90°
THIS ANGLE VARIES
B
m 1 4 0 m
17mm
40mm
Sta tand ndar ard d Fix ixin ing g Det eta ail ilss B
Method of fixing wall cladding to internal face of fascia flange
Eaves Gutter
230 & 260 Fascia
3000 Pan Head Bolts
Roof Sheeting
C
Method of fixing wall cladding to external face of fascia flange
Eaves Gutter
Roof Sheeting
230 & 260 Fascia 3000 Pan Head Bolts
Wall Cladding
Wall Cladding
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4.3 P U R L I N & G I R T D E S I G N M A N U A L
4.3
Section Properties 4
P Fascia Purlin Type
Second Sec ond Mom Moment ent of Are Area a 6 4 (10 mm )
–S Tors orsion ion Constant
Area (mm2)
lx
ly
lx
ly
J (mm4)
Type C
7 5 7 .7
8 .1 2 4
1.151
7 .9 1
9.88
6 4 6 .6
Type E
7 6 0 .3
7 .5 3 7
1.483
7.4
1.19
6 4 8 .8
4.4
P
Warping Warpi ng Constant
Monosymme Monosy mmetri tricc Constant (mm)
Shear She ar Cen Centre tre (mm)
Centroid Centro id (mm)
ßx
ßy
xo
yo
xc
yc
(deg)
5 .4 6
- 1 3 4 .5 2
296.19
- 6 6 .3 1
60.69 60
2 8 .5 1
110.8
- 9 .6 8 9
2 .5 6
- 148.8
296.91
- 72.97 66.63
3 3 .7 9
96.87 - 13.457
lw (109mm6)
Loads
The load capacities provided in the following table are allowable loads only and not limit state loads. These tables are only to be used by qualified experts who are able to factor the loads accordingly to limit state for design purposes. For further assistance, contact a Fielders technical representative. 4
l
f
F
P
T
C
SPAN (mm)
6000
6600
7200
7800
8400
9000
9600
10000
One Bridge
1.69
1.22
0 .9 1
0.69
0.53
0 .4 2
0.33
0 .2 7
Two Bridge
2.30
1.84
1 .4 7
1 .1 9
0.97
0 .7 9
0.64
0 .5 2
Fully Braced
2.30
1.90
1 .6 0
1 .3 6
1.18
1 .0 2
0.90
0 .8 0
Defl. (L150)
3.75
2.82
2 .1 7
1.71
1.37
1 .1 1
0.92
0 .7 6
4
l
f
F
T
E
SPAN (mm)
6000
6600
7200
7800
8400
9000
9600
10000
One Bridge
1 .3 5
0.97
0 .7 2
0.54
0.42
0 .3 3
0.26
0 .2 1
Two Bridge
2 .1 8
1.69
1.32
1.03
0.80
0 .6 3
0.51
0 .4 1
Fully Braced
2 .3 6
1.95
1 .6 4
1.40
1.21
1 .0 5
0.92
0 .8 2
Defl. (L/150)
3 .5 1
2.63
2 .0 3
1.60
1.28
1 .0 4
0.86
0 .7 1
Notes: 1. Yield stress is 300MPa. 2. Top flange is assumed to be at 90° to web for load capacity calculations. 3. Load capacities for one and two bridging cases assume roof sheeting attached to top flange.
10
P
Load capacities for fully braced case assume roof sheeting attached to top flange and wall sheeting attached to bottom lip. 5. Standard M12 Purlin bolts to be used. 6. Loads are allowable only. 4.
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5.0
5.0
P U R L I N & G I R T D E S I G N M A N U A L
Bridging
The purlin capacity tables in this Design Manual have been prepared in consideration of the following bridging locations along the length of the purlin. 5
o B Simple Spans Int erior Spans End Spans (Unlapped) End Spans (Lapped)
50% + 50% + 45% + 40% +
50 % 50 % 55 % 55 60 % 60
35% + 37% + 33% + 34% +
The Fastlock Bridging System for custom punched purlins and girts consists the following range of bridging series; • • • • •
IB series Intermediate Bridging FB series Fascia Bridging SB series Support Bridging RB series Ridge Bridging GH series Girt Hanger Bridging
30% + 26% + 28% + 28 26% + 26
35% 37% 39% 39 40% 40
28% + 28% + 27% + 27% +
22% + 22% + 21% + 21 21% +
22% + 22% + 25% + 25 25% + 25
28% 28% 27% 27 27% 27
B The bridging network should be locked into position prior to the commencement of fixing roof and wall cladding. Failure to meet the requirement may result in the permanent twisting of the unrestrained web sections. Twisted or distorted webs, in addition to being visually unacceptable, may greatly reduce the load capacity of the total system. Consult the capacity tables for design details.
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5.1 P U R L I N & G I R T D E S I G N M A N U A L
5.1
IB Seri ries es Int nte erm rme edi dia ate Bridging for Custom Punched Purlin & Girt Systems
B The IB bridge is identified by the distinctive ‘hook & locator’ brackets. Units are produced with both brackets press fixed to a channel spacer. When detailing length requirements, it is only necessary to nominate the purlin or girt spacing minus 3mm as shown in Diagram B. Capacity Tables should be consulted for bridging configurations. Fastlok IB bridging is available in the 100IB, 150 IB and 200 IB series only.
IB bridging is required between each spacing of purlins and girts. Always keep the ‘hook’ and bracket in the downward position. Working up the roof slope or from floor level insert the ‘hook’ through the ‘locator’ of the preceding bridge, repeat until all units are completed. The ‘hook’ is normally entered at about 15° – 20° angle to the purlin or girt web. When erecting IB bridging to wall girts ensure that SB support bridging or GH bridging have been installed.
T
I S N
U
W
IB Bridge
100IB
100Z – 100LC
Catalogue N o.
150IB
150Z – 150LC
200IB
200Z – 200LC/250Z – 250LC
IB Bridge Length
N ominate pur lin or gir t spacing minus 3mm. N o other dimension required (See Dia. B) 100TAB
100Z – 100LC
Fastlok
150TAB
150Z – 150LC
Bracket
200TAB
200Z – 200LC/250Z – 250LC
Fixed End
100FEB
100Z – 100LC
Bracket
150FEB
150Z – 150LC
200FEB
200Z – 200LC/250Z – 250LC
Pitch of Roof
W hen over 20° only
: If prac pr actical, tical, observe standard standard cleat spacing spacing..
• It is important to distribute temporary working loads while erecting bridging to purlins. A suitable plank laid over a minimum of 4 or 5 purlins is adequate. Ensure that unbroken roof sheeting packs are off loaded over structural supports, not mid span.
A
• IB bridging is available to suit all spacing requirements.
12
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5.1 P U R L I N & G I R T D E S I G N M A N U A L
A Purlin spacing – 3mm
B
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5.2 P U R L I N & G I R T D E S I G N M A N U A L
5.2 5. 2
FB Se Seri ries es Fa Fasc scia ia Br Brid idgi ging ng fo forr Custom Punched Purlin & Girt Systems
FB bridging should be erected before IB or RB bridging is commenced. The unit is bolted to the fascia, while the opposite end bracket provides the locator through which the Fastlok ‘hook’ is engaged. When the total bridge network has been installed the fascia channel is aligned and FB component bolts tightened. When opposite hand FB bridging is required, remove TB bracket and rotate.
FB bridging is produced with fully adjustable telescopic channels and slotted end brackets. This enables accurate adjustment when aligning fascias and other termination members. When detailing FB bridging, nominate the spacing between the end purlin and fascia while channels of appropriate combined length will be supplied. On occasions, only one channel may be required.
T
The FB bridge, when used at the head of a skillion frame must be bolted to the adjacent IB bridge, (see inset).
F S N
U
W A
FB Bridge
100FB
100Z – 100LC
Catalogue N o.
150FB
150Z – 150LC
200FB
200Z – 200LC/250Z – 250LC
FB Br idge
N om ominat e spacing bet we ween end pur lilin and fascia pur lin.
Length
minus 3mm
Terminat ing
150TB
150LC
Bracket
200TB
200LC/230 Fascia
250TB
250LC/260 Fascia
Pitch of Roof
W hen over 20° only
: FB Bridge is suppli upplied ed shop bolted. bolt ed.
s 260 Folded Fascia or 230 Folded Fascia
A
14
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5.3
5.3 5. 3
P U R L I N & G I R T D E S I G N M A N U A L
SB Se Seri ries es Su Supp ppor ortt Br Brid idgi ging ng fo forr Custom Punched Purlin & Girt Systems
S Designed to support the first wall girt at floor level, the SB bridge is also useful when the accurate length of fixed end bridging is difficult to calculate. On completion of the concrete floors the SB bridging should be inserted and bolted to the slab (concrete fixings by others).
A
This ensures that wall girts are held straight before the IB bridging is commenced. Unsupported girts result in unsatisfactory sagging of cladding and glazing. C
If unable to use SB bridging (eg. no floor slab), girts must be supported from fascia bridging using GH Bridging (see diagram C).
N
U
W
SB Bridge Cat. No.
100SB 150SB 200SB
100mm girts 150mm girts 200mm/250mm gi girts
SB Length
Nominate measurement A only
A
150mm min. can reduce to 75mm A by deleting channel (see inset)
B N
U
W
GH Bridge
100GH 150GH 200GH
100mm girts 150mm girts 200mm/250mm girts
GH Length
Nominate measurement A only
If measurement A less than 150mm use BEB end brackets in combination consult Fielders Technical Representative for further details.
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5.4 P U R L I N & G I R T D E S I G N M A N U A L
5.4
RB Seri Series es Ridge Bridg Bridging ing for Custom Punched Purlin & Girt Systems
B The turnbuckle principle enables the RB Bridge to be inserted after the total bridging network has been completed. The unit is shop bolted, but may need releasing prior to fixing depending on accessibility. If practical, maintain 150mm as the standard distance from the centre line of the building frame to the lower side of the top purlin cleat, (see diagram B). RB bridging however, is available to suit all dimension A requirements.
T
RB Bridge Cat. No. RB Bridge Length Pitch of Roof
R S N U W 100RB 100Z – 100LC 150RB 150Z – 150LC 200RB 200Z – 200LC/250Z – 250LC Nominate measurement A only When over 20° only
RB is supplied shop bolted.
T d
1° 5° 7.5° 10° 12.5° 15° 20°
m =B+P f C s
2.5mm 10.0mm 16.0mm 22.0mm 27.0mm 32.0mm 44.0mm
A x2
T
3.0mm 14.0mm 23.0mm 32.0mm 33.0mm 45.0mm 61.0mm
A
Refer Pitch Table
A
B
B
S t ta n a d n da r a r d d r i p u u r id g rl d e l i in s p g n e pa c a ci i n ng g
16
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6.0
6.0
Accessories
6.1 6. 1
Clea Cl eatt Di Dime mens nsio ions ns an and d De Deta tail ilss
D P B D
E
t
A
D
C
S
P
D
E
100Z10 100Z12 100Z15 100Z19 100Z24 150Z12 150Z15 150Z19 150Z24 200Z15 200Z19 200Z24
–L B
A
D
All dimensions in mm.
S
t
D
P U R L I N & G I R T D E S I G N M A N U A L
100LC10 100LC12 100LC15 100LC19 100LC24 150LC12 150LC15 150LC19 150LC24 200LC15 200LC19 200LC24 250LC15 250LC19 250LC24
mm
mm
mm
mm
mm
mm
mm
mm
102 102 102 102 102 152 152 152 152 203 203 203
49 49 49 49 50 65 65 65 65 79 79 79
42 42 42 42 43 59 59 60 60 73 73 74
14 14 15 15 14 19 19 19 20 17 20 21
1.0 1.2 1.5 1.9 2.4 1.2 1.5 1.9 2.4 1.5 1.9 2.4
40 40 40 40 40 60 60 60 60 110 110 110
112 112 112 112 112 163 163 163 163 213 213 213
105 105 105 105 105 156 156 156 156 206 206 206
A mm
mm
mm
mm
mm
mm
mm
mm
102 102 102 102 102 152 152 152 152 203 203 203 254 254 254
44 44 45 45 46 64 64 64 64 74 75 76 71 71 71
– – – – – – – – – – – – – – –
15 15 15 15 15 18 18 18 18 19 21 21 21 21 21
1.0 1.2 1.5 1.9 1.5 1.2 1.5 1.9 2.4 1.5 1.9 2.4 1.5 1.9 2.4
40 40 40 40 40 60 60 60 60 110 110 110 160 160 160
112 112 112 112 112 162 163 163 163 213 213 213 264 264 264
105 105 105 105 105 156 156 156 156 206 206 206 257 257 257
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17
6.1 P U R L I N & G I R T D E S I G N M A N U A L
CLEAT DETAILS - Dimensions E, F & G as per table on page 17.
F F
E
E
E
F ZS
D
L
S
D
D
75
130 70
30
130 30
30
70
30
2/16 dia holes 4/16 dia holes
1
E
4/18 dia holes
G
2
E
E
3
6 5 / 2 4
6 5 / 2 4
Zs
G
c
L
s
c
f
c
Non structural lap – 2 bolts structural lap – 6 bolts
The cleats depicted above are not supplied by Fielders. These details are provided to assist with co-ordination between cleats provided by others and the punched bolt holes in the purlins.
18
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A
6.2 P U R L I N & G I R T D E S I G N M A N U A L
6.2 Standard Standard Brack Brackets ets and Cleats Cleats for Multi Hole Fastspan Purlins Only Wherever practical purlin and girt cleats should be welded to columns and rafters at centres to suit the standard lengths of Fastlok bridging components. It has been found economical to use standard Fastlok cleats for all intermediate purlin and girt spacing utilizing the adjustable fascia bridging to ‘accomodate’ non conforming measurements.
A A D
40
0 4
B
C
E
40
17
B
17
C
42 50
D
50
1
D
2
(
m
p
Zs
o
N 100KC
150
100
60
70
8
50 x 17
BLACK
0.86 kg
150KC
75
156
89
–
8
50 x 17
MILD
0.67kg
200KC
75
206
140
–
8
50 x 17
STEEL
0.86 kg
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19
6.2 P U R L I N & G I R T D E S I G N M A N U A L
The accessories provide the designer with solutions to a wide range of ‘on site’ problems normally requiring purpose made brackets or welded connections. Used singularly or in combination the accessories will readily form any of the following: • door framing • window framing • box gutter supports • parapet framing • general support systems for follow up trades
P
P
B A E
B
A 70 70 D
70
35
A
C B
70
35
All holes18 x 30
B
S
35
S
S
D N 100BUP 150BUP 200BUP 250BUP 100GPB 150GPB 200GPB 250GPB 100GPBLL 150GPBLL 200GPBLL 250GPBLL
20
M 90 140 190 240 90 140 190 240 66 105 154 200
40 60 110 160 40 60 110 160 115 125 136 136
–
–
–
3mm
–
–
–
3mm
30 30 36 36
60 67 73 73
60 60 110 160
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(
)
7.0
7.0
Des esig ign n Ca Capa paci citty Tab Table less
7.3
7.1
Assumptions
• • •
The information contained within the following capacity tables and the associated sectional properties have been determined in accordance with AS/ANZ 4600:1996 Cold-formed steel structures. The design capacity tables have been prepared based on the following assumptions: • The loads applied to the purlins act parallel to the Y-axis of the Z or LC section. • The loads are applied uniformly to the top flange of the purlin. • The members behave in accordance with the simple theory of bending. • The roof sheeting is screw fastened to the top flange of the purlins to provide diaphragm shear stiffness but not torsional restraint to the purlins.
7.2
•
All spans are in mm. Linear interpolation of capacities is allowed. The uniformly distributed load (UDL) for deflection in mm of span/150 is the load for the span that results in a value for deflection of span/150. It must not be confused with the design capacity of the member. k is a factor that when multiplied by the design load in kN/m results in an approximate value for purlin deflection in mm. Interpolation of the k factor between spans is not allowed. The k factor assigned to the first tabulated span greater than the design span shall be used in all cases.
•
Loading capacities • Inward = inward loading capacity - assumes the load is acting to force the cladding against the structure, measured in units of kN/m where 0 = no bridging, 1 = 1 row of bridging, 2 = 2 rows of bridging and 3 = 3 rows of bridging placed at locations along the span in accordance with Table 5.1 in Section 5.0. • Outward = outward loading capacity assumes the load is acting to force the cladding away from the structure, also measured in units of kN/m • The tables do not include capacities less than 0.4 kN/m and where additional bridging provides less than 2% additional capacity no value is stated.
•
Values shown in bold italics indicate the requirement to adopt grade 8.8 bolts, otherwise grade 4.6 bolts are assumed.
Loads
The loads provided in the capacity tables are uniformly distributed and interpolation between span configurations is allowed. The determination of loading conditions must be made on a project specific basis and is outside the scope of this Design Manual. It is essential that the user of this Design Manual have the loading conditions for the design case calculated and verified by a qualified professional taking into consideration the appropriate standards and codes.
Note tess to to Ca Capa paci city ty Tabl ble es
For project specific cases where point loads are applied to the purlins, an equivalent uniformly distributed load can be determined using Table 7.1 and then selecting the appropriate number from the design capacity tables.
P U R L I N & G I R T D E S I G N M A N U A L
For purlin depths less than 300mm, 2 x M12 bolts are required and for depths 300mm or greater 2 x M16 bolts are required. •
The capacity tables assume that the FastLock Bridging system is adopted.
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21
7.2 P U R L I N & G I R T D E S I G N M A N U A L
= Equivalent uniformly distributed (kN/m) P = single point load (kN) L = span (mm) a = largest distance from support (mm) b = smallest distance from support (mm) N = Number of point loads for 6 or more loads over one span. w
7
E
P
L
Loading Condition
Conversion Formula P
Simple Single Load
=2P/L
w
P
=2.22P/L
Lapped
w
Simple
P
P
P
P
=2.67P/L
w
2 Loads Lapped
P
Simple 3 Loads
=3.16P/L
w
P
P
=4P/L
w
P
P
P
=3.78P/L
w
Lapped
P
Simple 4 Loads
P
P
P
=4.8P/L
w
P
P
P
P
Lapped
=5.12P/L
w
P
Simple
P
P
P
P
=6P/L
w
5 Loads
P
Lapped
P
P
P
P
P
P
a
P
P
P
P
=1.22NP/L
w
T
S
P
L
a
b
Conversion Formula
P
Simple
=8abP/L3
w
P
=17.76ab2 P/L4
Lapped
w
a
b
P
Simple
b
P
=8bP/L2
w
P
P
Lapped a
22
=6.65P/L
P
P
a
2 Symmetrical Point Loads
P
=1.14NP/L
Loading Condition Single Eccentric Point Load
P
w
Lapped
E
P
w
Simple N (6 or more) Loads
P
=9.45b(2L-3b)P/L3
w
b
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8.0
8.0
Miscellaneous
8.6
8.1
Design Se Services
Fielders have an extensive selection of composite steel flooring floorin g profiles. More information information on our KF70®, KF57®, RF55® and CF210® profiles can be obtained via the “Specifying Fielders - KingFlor® Manual” or your local Fielders representative.
Contact a Fielders technical representative for further assistance with your design or use of these tables.
8.2
Flooring Pr Profiles
Ordering / Pricing
P U R L I N & G I R T D E S I G N M A N U A L
Contact your local Fielders branch for a standard or der form and for any pricing and order enquiries. Details of branches are located in the front cover.
8.3
Availability
All purlins are rolled to order and are available in lengths up to 12.0m. Longer lengths maybe available on request and may occur additional delivery charges.
8.4
Storage
Purlins should not be left in exposed areas for extended periods of time. They should be stacked neatly and positioned so that water is not allowed to pond.
8.5
Roofing profiles
Fielders offer a comprehensive range of both pierce fixed and concealed fixed roofing products. Pierced fixed roof and wall cladding is traditionally used in the domestic market, with Fielders offering a 5 year watertight guarantee. Concealed fixed roofing profiles eliminate the need for piercing the decks and with mobile milling the sheets can be rolled to any length required removing the need for step joints. Fielders offer a 20 year watertight guarantee for its entire range of concealed fixed profiles. For further information on Fielders range of roof and wall claddings refer to Table 8.1, page 24 of “Specifying Fielders - Roofing & Cladding” or your local Fielders representative.
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23
8.5 P U R L I N & G I R T D E S I G N M A N U A L
8
P
S
G r f n
Roofing and Walling Profiles
s
o (
c
S
o
r
p
l a
s v
f
S
KingKlip ® 700
0.42
3 .3
700
42
1°
1600
1700
2100
2100
2100
2400
0.48
3.7
700
42
(1 in 60)
2000
2550
3000
2300
2700
2900
Wideklip® 760
0.42
3 .3
760
35
2°
1100
1300
1800
1500
1900
2500
0.48
3.7
760
35
(1 in 30)
1350
1800
2400
1600
2200
2500
Hi-Klip® 630
0.42
3 .3
630
66
1°
2000
2200
2600
2400
2600
2900
0.48
3.7
630
66
(1 in 60)
2400
2700
4000
2400
2700
3600
0.42
2.4
500
40
1°
-
1200
1300
-
1500
1 500 15
Sing Si ngle le 150 1500 0 150 1500 0 Multiple Multip le 1500 1500
0.48
2.7
500
40
(1 in 60)
-
1800
2100
-
2500
2400
Sing Si ngle le 270 2700 0 300 3000 0 Multiple Multip le 2700 3000
0.60
3 .3
500
40
(1 in 60)
-
2400
2700
-
2500
2700
Sing Si ngle le 360 3600 0 360 3600 0 Multiple Multip le 3600 3600
0.55
2.7
406
48
1°
-
1650
1900
-
1800
2 300 23
Sing Si ngle le 360 3600 0 360 3600 0 Multiple Multip le 3600 3600
0.70
3.5
406
48
(1 in 60)
-
2100
2400
-
2200
2900
0.42
3.3 3.
680
48
1°
-
2800
3400
-
3000
4000
S-Rib Corrugated
0.42
3 .3 3.
760
16
5°
700
900
1200
1200
1350
1800
0.48
3.7
760
16
(1 in 12)
700
1200
1600
1500
1800
2400
Curving Quality Corrugated
0 .6
4.7
760
17
5°
600
900
1200
1200
1350
1800
Klipdek 500
Snaplok 406
Hi-Rib 680
TL-5/M-Clad
Spanform
20 yrs
20 yrs
20 yrs
3 .3
760
28
2°
1000
1300
1700
1800
1800
2200
0.48
3.7
760
28
(1 in 30)
1500
1700
2300
1950
2050
2800
0.42
3 .3
700
24
3°
1300
1800
2400
1800
1800
2700
0.48
3.7
700
24
(1 in 20)
2000
2200
3000
2600
1900
2800
M
Walling Only Profiles
o
Single
3100 3900
s
f n S
S-Rib Corrugated
0 .3 5
2 .7 5
760
16
1600
TL-5/M-Clad
0 .3 5
2 .7 5 2.
760
28
1600
Lo -Rib
0 .4 2
3.3 3.
817
12
1800
Panelform
0 .4 2
3.3 3.
865
4
600
Mini-Flute
0.42 0.48 0.60
3.3 3.7 4.7
810 810 810
6 6 6
1200 1350 100
250 Panel
0 .4 8
1.0
250
1 2 .5
1200
Weatherboard Panel
0 .4 2
1.85
260
5 yrs
Span mm 5 yrs
5 yrs
5 yrs
5 yrs
r r
20 yrs
Single Sing le 360 3600 0 360 3600 0 Multip Mul tiple le 3600 3600
(1 in 12)
0.42
20 yrs
s c
o
(
600
BMT = Base Metal Thickness
24
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9.0 P U R L I N & G I R T D E S I G N M A N U A L
9.0 References AS/NZS 4600:1996 - Cold-formed steel structures. Load Capacity Tables, Investigation Report No. S1403, November 2003, University of Sydney Department of Civil Engineering - Centre for Advanced Structural Engineering.
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10.0 P U R L I N & G I R T D E S I G N M A N U A L
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26
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10.0 P U R L I N & G I R T D E S I G N M A N U A L
10.0 10 .0 Ind Index ex of of Purlin Purlin Desi Design gn Tabl Tables es 10.1 Single 10.1 Single Span Span 75LC 75LC ..... ........ ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 10.2 10. 2 Singl Single e Span Span 100L 100LC/1 C/100Z 00Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.3 10. 3 Single Single Span Span 100FC 100FC ....... .......... ...... ...... ...... ...... ...... ...... ...... ..... .. 10.4 10. 4 Singl Single e Span Span 150L 150LC/1 C/150Z 50Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.5 10. 5 Singl Single e Span Span 200L 200LC/2 C/200Z 00Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.6 10. 6 Singl Single e Span Span 250L 250LC/2 C/250Z 50Z ... ...... ...... ...... ...... ...... ...... ..... .. 10.7 10. 7 Single Single Span Span 300LC 300LC .... ....... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 10.8 10. 8 Single Single Span Span 350LC 350LC .... ....... ...... ...... ...... ...... ...... ...... ...... ...... ..... .. 10.9 10 .9 Sing Single le Span Span 400L 400LC C ..... ....... .... .... .... .... .... .... .... .... .... .... .... .... ..
28 30 32 34 36 38 39 40 41
10.10 10.1 0 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 75 75LC LC .. .... .... .... .... 10.1 10 .11 1 Doubl Double e Conti Continu nuou ouss Spans Spans 100L 100LC/ C/10 100Z 0Z 10.1 10 .12 2 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 10 100F 0FC C ... ..... .... .. 10.1 10 .13 3 Doubl Double e Conti Continu nuou ouss Spans Spans 150L 150LC/ C/15 150Z 0Z 10.1 10 .14 4 Doubl Double e Conti Continu nuou ouss Spans Spans 200L 200LC/ C/20 200Z 0Z 10.1 10 .15 5 Doubl Double e Conti Continu nuou ouss Spans Spans 250L 250LC/ C/25 250Z 0Z 10.1 10 .16 6 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 30 300L 0LC C ... ..... .... .. 10.1 10 .17 7 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 35 350L 0LC C ... ..... .... .. 10.1 10 .18 8 Dou Doubl ble e Con Conti tinu nuou ouss Spa Spans ns 40 400L 0LC C ... ..... .... ..
42 44 46 48 50 52 53 54 55
10.19 10.1 9 Doub Double le Lap Lappe ped d Span Span 100 100Z Z .... ...... .... .... .... .... .... .... 10.2 10 .20 0 Doub Double le Lap Lappe ped d Span Span 150 150Z Z .... ...... .... .... .... .... .... .... 10.2 10 .21 1 Doub Double le Lap Lappe ped d Span Span 200 200Z Z .... ...... .... .... .... .... .... .... 10.2 10 .22 2 Doub Double le Lap Lappe ped d Span Span 250 250Z Z .... ...... .... .... .... .... .... ....
56 58 60 62
10.23 10.2 3 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 75L 75LC C .... ...... .... .... .... .. 10.2 10 .24 4 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 100 100LC LC/1 /100 00Z Z 10.2 10 .25 5 Thre Three e Cont Contin inuo uous us Spa Spans ns 100 100FC FC ... ..... .... .... .... 10.26 Three Continuous Spans 150LC/150Z 10.2 10 .27 7 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 200 200LC LC/2 /200 00Z Z 10.2 10 .28 8 Thr Three ee Co Cont ntin inuo uous us Sp Span anss 250 250LC LC/2 /250 50Z Z 10.2 10 .29 9 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 300 300LC LC .. .... .... .... .... .. 10.3 10 .30 0 Thre Three e Cont Contin inuo uous us Spa Spans ns 350 350LC LC.. .... .... .... .... .... 10.3 10 .31 1 Thre Three e Con Conti tinu nuou ouss Spa Spans ns 400 400LC LC .. .... .... .... .... ..
64 66 68 70 71 72 73 74 75
10.32 10.3 2 Thre Three e Lap Lappe ped d Span Spanss 100Z 100Z ... ..... .... .... .... .... .... .... .... 10.3 10 .33 3 Thre Three e Lap Lappe ped d Span Spanss 150Z 150Z ... ..... .... .... .... .... .... .... .... 10.3 10 .34 4 Thre Three e Lap Lappe ped d Span Spanss 200Z 200Z ... ..... .... .... .... .... .... .... .... 10.3 10 .35 5 Thre Three e Lap Lappe ped d Span Spanss 250Z 250Z ... ..... .... .... .... .... .... .... ....
76 78 80 82
10.36 10.3 6 Four Four Lap Lappe ped d Span Spanss 100Z 100Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .37 7 Four Four Lap Lappe ped d Span Spanss 150Z 150Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .38 8 Four Four Lap Lappe ped d Span Spanss 200Z 200Z .... ...... .... .... .... .... .... .... .... .. 10.3 10 .39 9 Four Four Lap Lappe ped d Span Spanss 250Z 250Z .... ...... .... .... .... .... .... .... .... .. 10.40 10. 40 Can Cantil tileve evers rs ... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...
84 86 88 90 92
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10.1 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 75LC
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100
1.64 1.10 0.77 0.56 0.42 0.33 0.26 0.20 0.17 0.14 0.11
1 8.6 14.6 23.4 35.7 52.1 73.8 102.0 137.3 180.7 233.6 298.2
2.74 2.10 1.66 1.34 1.11 0.93 0.79 0.69 0.60 0.52 0.47
1.81 1.17 0.82 0.57 0.41
/ 2.68 1.79 1.26 0.92 0.69 0.53 0.42 0.34 0.27 0.22 0.19 0.16 0.13 0.12 0.10
2.74 2.10 1.55 1.16 0.85 0.64 0.48
2
1.66 1.34 1.11 0.93 0.75 0.62 0.51 0.41
1 5.2 8.9 14.3 21.8 31.9 45.2 62.2 83.6 110.3 142.9 181.8 229.3 283.6 347.8 424.2
4.35 3.29 2.58 2.08 1.70 1.42 1.21 1.04 0.90 0.79 0.70 0.62 0.55 0.50 0.45
2.65 2.15 1.78 1.49 1.27 1.10 0.96 0.84 0.74 0.66 0.60 0.54 0.49
1 3.35 2.18 1.47 1.03 0.75 0.57 0.44
4.38 3.36 2.55 1.96 1.53 1.19 0.92 0.72 0.57 0.45
2
2.65 2.15 1.78 1.49 1.23 1.03 0.86 0.73 0.61 0.52 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
28
/
3
0.79 0.69 0.60 0.52 0.45
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700
2.08 1.39 0.98 0.71 0.54 0.41 0.32 0.26 0.21 0.17 0.15 0.12 0.10
1 6.7 11.5 18.4 28.1 41.1 58.3 80.2 108.1 142.2 183.9 234.5 295.1 365.4
3.52 2.69 2.11 1.69 1.39 1.16 0.95 0.81 0.71 0.62 0.55 0.49 0.44
1.43 1.20 1.02 0.88 0.77 0.67 0.60 0.53 0.48
1 2.41 1.58 1.07 0.74 0.53 0.40
3.52 2.62 1.88 1.43 1.10 0.85 0.66 0.52 0.41
2
2.70 2.13 1.73 1.43 1.11 0.91 0.75 0.63 0.53 0.44
3
1.20 1.02 0.88 0.76 0.62 0.54 0.47 0.40
(
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300
(
∆
3
1.27 1.10 0.96 0.84 0.73 0.63 0.55 0.49 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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P U R L I N & G I R T D E S I G N M A N U A L
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10.2 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 100LC/100Z
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600
3.32 2.23 1.56 1.14 0.86 0.66 0.52 0.42 0.34 0.28 0.23 0.20 0.17 0.14 0.12 0.11
1 4.2 7.2 11.5 17.6 25.7 36.4 50.1 67.5 88.8 115.1 146.6 184.6 228.9 281.7 341.5 411.2
3.94 3.01 2.38 1.93 1.59 1.34 1.14 0.98 0.86 0.75 0.67 0.60 0.53 0.48 0.44 0.40
2.84 1.80 1.25 0.85 0.60 0.43
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500
5.38 3.61 2.53 1.85 1.39 1.07 0.84 0.67 0.55 0.45 0.38 0.32 0.27 0.23 0.20 0.17 0.15 0.13 0.12
3.94 3.01 2.38 1.82 1.35 1.01 0.77 0.59 0.48
2
1.93 1.59 1.34 1.14 0.96 0.79 0.65 0.53 0.44
0.98 0.86 0.75 0.67 0.60 0.52 0.45
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600
1 2.6 4.4 7.1 10.8 15.9 22.5 31.0 41.6 54.8 71.0 90.4 113.9 141.3 173.2 211.1 254.3 302.6 358.2 423.7
6.45 4.88 3.81 3.06 2.51 2.10 1.78 1.53 1.32 1.16 1.02 0.90 0.81 0.73 0.66 0.60 0.54 0.50 0.46
4.98 3.93 3.19 2.63 2.21 1.89 1.63 1.42 1.25 1.10 0.98 0.88 0.80 0.72 0.66 0.60 0.55 0.51
1 4.87 3.07 2.03 1.41 1.01 0.75 0.57 0.44
4.20 2.82 1.98 1.44 1.08 0.83 0.66 0.53 0.43 0.35 0.29 0.25 0.21 0.18 0.16 0.14
1 3.3 5.7 9.1 13.9 20.3 28.8 39.6 53.2 70.3 90.9 115.6 145.7 181.0 222.2 269.2 325.9
5.09 3.90 3.08 2.48 2.04 1.70 1.44 1.24 1.07 0.94 0.83 0.74 0.66 0.59 0.54 0.49
1.48 1.27 1.11 0.97 0.86 0.77 0.69 0.62 0.57 0.52
6.50 4.98 3.84 2.94 2.26 1.74 1.32 1.02 0.80 0.63 0.51 0.41
2
3.93 3.19 2.63 2.21 1.86 1.55 1.29 1.08 0.91 0.75 0.62 0.52 0.44
/
3
1.63 1.42 1.25 1.10 0.95 0.83 0.72 0.63 0.56 0.49 0.43 0.37
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500
6.79 4.55 3.20 2.33 1.75 1.35 1.06 0.85 0.69 0.57 0.47 0.40 0.34 0.29 0.25 0.22 0.19 0.17 0.15
1 3.70 2.39 1.56 1.07 0.76 0.56 0.42
5.09 3.90 2.96 2.20 1.70 1.30 1.02 0.79 0.61 0.48
2
3.08 2.49 2.06 1.73 1.43 1.16 0.97 0.81 0.68 0.57 0.48 0.40
3
1.48 1.27 1.11 0.97 0.85 0.73 0.62 0.54 0.48 0.42
(
∆
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
30
/
3
(
∆
(
∆
1 2.1 3.5 5.6 8.6 12.6 17.8 24.5 33.0 43.5 56.2 71.7 90.2 111.8 137.5 167.3 200.9 240.8 285.7 335.6
8.08 6.06 4.70 3.75 3.06 2.55 2.15 1.84 1.59 1.39 1.22 1.08 0.97 0.87 0.79 0.71 0.65 0.59 0.55
8.74 6.69 5.29 4.28 3.54 2.97 2.53 2.18 1.90 1.67 1.48 1.32 1.19 1.07 0.97 0.88 0.81 0.74 0.69
1 6.13 3.90 2.62 1.84 1.34 1.00 0.77 0.61 0.49 0.40
8.74 6.69 4.99 3.77 2.88 2.21 1.68 1.30 1.02 0.82 0.66 0.54 0.45
2
5.29 4.28 3.54 2.95 2.41 1.99 1.65 1.37 1.15 0.95 0.79 0.66 0.56 0.47 0.41
3
2.53 2.18 1.90 1.66 1.43 1.24 1.07 0.93 0.81 0.71 0.62 0.54 0.47
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.2
Single Span 100LC/100Z Limit State Capacity Tables
/ 8.54 5.72 4.02 2.93 2.20 1.69 1.33 1.07 0.87 0.72 0.60 0.50 0.43 0.37 0.32 0.28 0.24 0.21 0.19 0.17 0.15 0.13
overall purlin length = span + 70mm
(
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400
span (mm)
1 1.6 2.8 4.5 6.8 10.0 14.2 19.5 26.2 34.6 44.8 57.0 71.7 89.0 109.3 132.9 160.0 190.9 226.4 267.4 311.4 362.4 421.1
9.67 7.22 5.59 4.46 3.63 3.02 2.54 2.17 1.88 1.64 1.44 1.28 1.14 1.02 0.92 0.84 0.76 0.70 0.64 0.59 0.54 0.50
11.12 8.51 6.73 5.45 4.50 3.78 3.22 2.78 2.42 2.13 1.88 1.67 1.49 1.33 1.20 1.09 1.00 0.91 0.84 0.77 0.71 0.66
2
1.36 1.24 1.13 1.03 0.95 0.87 0.81 0.75 0.70
1 8.05 11.12 5.20 8.51 3.54 6.38 2.52 4.82 1.86 3.71 1.42 2.89 1.11 2.23 0.89 1.74 0.72 1.38 0.60 1.11 0.50 0.91 0.43 0.75 0.63 0.53 0.45
2
6.73 5.45 4.50 3.78 3.09 2.54 2.11 1.76 1.49 1.26 1.05 0.88 0.75 0.64 0.55 0.48 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
3
P U R L I N & G I R T D E S I G N M A N U A L
3.22 2.78 2.42 2.13 1.83 1.57 1.36 1.19 1.04 0.91 0.80 0.71 0.62 0.54 0.48 0.42
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.3 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 100FC - Refer details page 7
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300
3.69 2.47 1.74 1.27 0.95 0.73 0.58 0.46 0.38 0.31 0.26 0.22 0.18 0.16 0.14
1 3.8 6.5 10.4 15.8 23.2 32.8 45.1 60.7 80.0 103.6 132.3 165.9 206.5 253.2 306.6
4.08 3.13 2.47 2.00 1.65 1.39 1.18 1.02 0.89 0.78 0.69 0.62 0.55 0.50 0.45
3.30 2.12 1.43 0.98 0.73 0.55 0.42
4.08 3.13 2.47 2.00 1.55 1.17 0.90 0.70 0.55 0.44
2
1.65 1.39 1.18 1.02 0.89 0.74 0.61 0.51 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
32
(
∆
/
3
0.78 0.69 0.62 0.55 0.50 0.44
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600
4.46 2.99 2.10 1.53 1.15 0.88 0.70 0.56 0.45 0.37 0.31 0.26 0.22 0.19 0.17 0.14
1 3.1 5.4 8.6 13.1 19.2 27.1 37.4 50.3 66.2 85.8 109.3 137.4 170.4 209.4 254.5 305.6
4.95 3.79 3.00 2.43 2.01 1.69 1.44 1.24 1.07 0.94 0.83 0.73 0.66 0.59 0.53 0.48
1 4.01 2.52 1.75 1.26 0.91 0.67 0.51
0.75 0.67 0.61 0.55 0.50
4.95 3.79 3.00 2.39 1.84 1.42 1.10 0.83 0.67 0.55 0.45
2
2.01 1.69 1.44 1.24 1.05 0.88 0.74 0.62 0.52 0.42
3
1.08 0.95 0.84 0.75 0.67 0.59 0.52 0.45
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.3
Single Span 100FC - Refer details page 7 Limit State Capacity Tables
/ 5.61 3.76 2.64 1.92 1.45 1.11 0.88 0.70 0.57 0.47 0.39 0.33 0.28 0.24 0.21 0.18 0.16 0.14 0.12
overall purlin length = span + 70mm
(
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500
span (mm)
1 2.5 4.3 6.8 10.4 15.2 21.6 29.7 39.9 52.6 68.2 87.0 109.1 135.7 166.7 201.9 243.1 291.1 345.3 406.5
6.16 4.65 3.63 2.91 2.38 1.99 1.68 1.44 1.25 1.09 0.97 0.86 0.77 0.69 0.62 0.57 0.52 0.47 0.44
6.40 4.90 3.87 3.14 2.59 2.18 1.86 1.60 1.39 1.23 1.09 0.97 0.87 0.78 0.71 0.65 0.59 0.55 0.50
1 5.27 3.54 2.40 1.68 1.22 0.90 0.68 0.53 0.42
(
∆
6.40 4.90 3.82 2.95 2.31 1.84 1.47 1.17 0.94 0.75 0.61 0.50 0.42
2
3.14 2.59 2.18 1.84 1.54 1.30 1.10 0.94 0.81 0.69 0.59 0.51 0.44
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
1.60 1.39 1.23 1.09 0.95 0.83 0.73 0.64 0.57 0.51 0.45 0.41
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100
7.27 4.87 3.42 2.50 1.87 1.44 1.14 0.91 0.74 0.61 0.51 0.43 0.36 0.31 0.27 0.23 0.21 0.18 0.16 0.14 0.13
1 1.9 3.3 5.3 8.0 11.7 16.6 22.9 30.8 40.6 52.5 66.9 84.1 104.4 128.2 156.1 188.0 224.4 266.7 312.5 366.2 425.2
8.37 6.26 4.85 3.87 3.15 2.62 2.21 1.89 1.63 1.42 1.25 1.11 0.99 0.89 0.80 0.73 0.67 0.61 0.56 0.52 0.48
8.98 6.88 5.44 4.40 3.64 3.06 2.61 2.25 1.96 1.72 1.52 1.36 1.22 1.10 1.00 0.91 0.83 0.76 0.70 0.65 0.60
1 7.25 4.79 3.25 2.27 1.65 1.23 0.94 0.74 0.59 0.48 0.40
8.98 6.88 5.41 4.19 3.26 2.56 2.04 1.60 1.28 1.02 0.83 0.68 0.56 0.47 0.40
2
4.40 3.64 3.06 2.61 2.18 1.84 1.55 1.31 1.12 0.96 0.81 0.69 0.60 0.51 0.44
3
P U R L I N & G I R T D E S I G N M A N U A L
2.25 1.96 1.72 1.52 1.34 1.18 1.04 0.91 0.80 0.71 0.63 0.56 0.50 0.44
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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33
10.4 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 150LC/150Z
span (mm)
Limit State Capacity Tables
(
∆
/ 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300
4.54 3.41 2.63 2.07 1.66 1.35 1.11 0.93 0.78 0.66 0.57 0.49 0.43 0.37 0.33 0.29 0.26 0.23 0.21 0.19 0.17 0.15
overall purlin length = span + 70mm
1 4.4 6.4 9.1 12.6 16.9 22.3 28.9 36.8 46.2 57.4 70.4 85.5 103.0 123.3 145.9 171.8 201.6 233.8 270.5 311.8 357.1 407.9
4.54 3.75 3.15 2.68 2.29 1.99 1.74 1.53 1.36 1.21 1.09 0.98 0.89 0.81 0.74 0.68 0.63 0.58 0.53 0.49 0.46 0.43
1.77 1.57 1.40 1.26 1.14 1.03 0.94 0.86 0.79 0.73 0.67 0.62 0.58 0.54 0.50 0.47
1 3.43 2.49 1.86 1.43 1.11 0.86 0.67 0.54 0.44
4.54 3.75 3.15 2.69 2.29 1.91 1.54 1.26 1.04 0.87 0.73 0.62 0.53 0.45
2
2.02 1.77 1.57 1.40 1.26 1.14 1.01 0.89 0.77 0.67 0.58 0.51 0.45
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
34
(
∆
/
3
1.03 0.94 0.86 0.79 0.73 0.67 0.62 0.57 0.52 0.47 0.42
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900
5.79 4.35 3.35 2.64 2.11 1.72 1.41 1.18 0.99 0.84 0.72 0.63 0.54 0.48 0.42 0.37 0.33 0.29 0.26 0.24 0.21 0.19 0.18 0.16
1 3.5 5.1 7.2 9.9 13.3 17.5 22.6 28.8 36.3 45.0 55.2 67.2 80.9 96.6 114.6 134.8 158.1 183.7 212.1 244.7 280.4 319.6 361.6 409.9
5.53 4.50 3.72 3.13 2.67 2.30 2.00 1.76 1.56 1.38 1.24 1.11 1.01 0.91 0.83 0.76 0.70 0.65 0.60 0.55 0.51 0.48 0.45 0.42
5.78 4.78 4.02 3.42 2.95 2.57 2.26 2.00 1.79 1.60 1.45 1.31 1.20 1.09 1.00 0.93 0.86 0.79 0.74 0.69 0.64 0.60 0.57 0.53
1 4.22 3.16 2.40 1.79 1.37 1.07 0.84 0.68 0.55 0.45
5.78 4.78 4.02 3.42 2.82 2.33 1.92 1.55 1.29 1.09 0.93 0.80 0.68 0.57 0.49 0.42
2
2.95 2.57 2.26 2.00 1.79 1.60 1.41 1.24 1.09 0.95 0.83 0.72 0.64 0.56 0.50 0.45 0.41
3
1.45 1.31 1.20 1.09 1.00 0.93 0.85 0.77 0.70 0.63 0.57 0.52 0.47 0.42
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.4
Single Span 150LC/150Z Limit State Capacity Tables
/ 7.31 5.49 4.23 3.33 2.67 2.17 1.79 1.49 1.25 1.07 0.91 0.79 0.69 0.60 0.53 0.47 0.42 0.37 0.33 0.30 0.27 0.25 0.22 0.20 0.19 0.17 0.16
overall purlin length = span + 70mm
(
∆
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800
span (mm)
1 2.7 4.0 5.7 7.8 10.5 13.9 17.9 22.8 28.7 35.6 43.8 53.2 64.0 76.5 90.7 106.8 125.0 145.6 168.2 193.3 221.4 253.1 287.0 325.1 365.6 409.4 458.6
6.82 5.53 4.58 3.83 3.25 2.79 2.42 2.12 1.87 1.67 1.49 1.34 1.21 1.10 1.00 0.92 0.84 0.78 0.72 0.66 0.62 0.57 0.54 0.50 0.47 0.44 0.42
7.95 6.57 5.52 4.71 4.06 3.53 3.11 2.75 2.45 2.19 1.97 1.77 1.61 1.46 1.34 1.23 1.13 1.04 0.97 0.90 0.84 0.78 0.73 0.69 0.64 0.61 0.57
2
1 5.77 4.19 3.07 2.31 1.77 1.39 1.10 0.89 0.73 0.60 0.51 0.43
1.64 1.50 1.38 1.27 1.18 1.09 1.01 0.95 0.88 0.83 0.77 0.73 0.68 0.64 0.60
(
∆
7.95 6.57 5.38 4.41 3.65 3.05 2.56 2.13 1.77 1.48 1.23 1.03 0.87 0.74 0.64 0.55 0.47 0.41
2
5.52 4.71 4.06 3.53 3.11 2.73 2.37 2.07 1.82 1.60 1.42 1.26 1.11 0.98 0.87 0.77 0.68 0.60 0.53 0.47 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
2.45 2.20 1.99 1.80 1.64 1.48 1.33 1.21 1.09 0.99 0.90 0.82 0.75 0.69 0.63 0.57 0.52 0.47 0.43
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700
9.37 7.04 5.42 4.27 3.42 2.78 2.29 1.91 1.61 1.37 1.17 1.01 0.88 0.77 0.68 0.60 0.53 0.48 0.43 0.38 0.35 0.32 0.29 0.26 0.24 0.22 0.20 0.19 0.17 0.16
1 2.1 3.1 4.4 6.1 8.2 10.8 14.0 17.8 22.4 27.8 34.2 41.5 50.0 59.7 70.8 83.3 97.6 113.4 131.1 151.0 172.9 196.8 223.8 252.9 285.7 319.6 358.2 400.0 444.4 493.7
8.47 10.81 6.75 8.93 5.50 7.50 4.57 6.39 3.86 5.51 3.30 4.80 2.85 4.22 2.49 3.71 2.19 3.28 1.94 2.92 1.73 2.61 1.55 2.35 1.40 2.13 1.26 1.93 1.15 1.76 1.05 1.61 0.96 1.48 0.89 1.36 0.82 1.26 0.76 1.17 0.71 1.09 0.66 1.01 0.61 0.95 0.57 0.89 0.54 0.83 0.51 0.78 0.48 0.74 0.45 0.69 0.42 0.66 0.40 0.62
2
2.99 2.70 2.45 2.23 2.04 1.88 1.73 1.60 1.48 1.37 1.27 1.18 1.10 1.03 0.96 0.90 0.85 0.80 0.75 0.71 0.67
3
1 7.46 10.81 5.39 8.93 3.98 7.38 3.01 6.05 2.33 4.95 1.83 4.08 1.47 3.38 1.19 2.77 0.99 2.30 0.82 1.91 0.69 1.60 0.59 1.34 0.51 1.14 0.44 0.97 0.83 0.72 0.63 0.55 0.48 0.43
1.12 1.06 0.99 0.94 0.88 0.83 0.79 0.75 0.71
2
6.39 5.51 4.80 4.22 3.74 3.25 2.84 2.48 2.16 1.90 1.67 1.46 1.28 1.13 1.00 0.88 0.77 0.69 0.61 0.54 0.49 0.44 0.40
3
P U R L I N & G I R T D E S I G N M A N U A L
3.34 2.99 2.70 2.45 2.23 2.03 1.83 1.65 1.49 1.35 1.22 1.10 1.00 0.91 0.82 0.74 0.67 0.61 0.56 0.51 0.46 0.42
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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35
10.5 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 200LC/200Z
span (mm)
Limit State Capacity Tables
(
∆
/ 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
12.18 9.15 7.05 5.54 4.44 3.61 2.97 2.48 2.09 1.78 1.52 1.32 1.14 1.00 0.88 0.78 0.69 0.62 0.56 0.50 0.45 0.41 0.37 0.34 0.31 0.28 0.26 0.24 0.22 0.21 0.19
overall purlin length = span + 70mm
1 1.6 2.4 3.4 4.7 6.3 8.3 10.8 13.7 17.2 21.4 26.3 31.9 38.5 46.0 54.5 64.2 75.0 87.2 100.9 116.2 133.0 151.6 172.0 194.7 219.4 246.5 275.9 308.3 342.3 380.5 421.1
7.91 6.43 5.33 4.48 3.81 3.28 2.85 2.48 2.18 1.93 1.73 1.55 1.40 1.27 1.15 1.05 0.97 0.89 0.82 0.76 0.71 0.66 0.62 0.58 0.54 0.51 0.48 0.45 0.42 0.40
5.50 4.68 4.04 3.52 3.09 2.74 2.44 2.19 1.98 1.79 1.64 1.50 1.37 1.27 1.17 1.09 1.01 0.94 0.88 0.82 0.77 0.73 0.69 0.65 0.61 0.58 0.55 0.52 0.50
1 7.57 5.65 4.23 3.23 2.51 1.95 1.59 1.31 1.08 0.89 0.74 0.62 0.52 0.44
7.91 6.54 5.50 4.68 4.04 3.52 3.09 2.70 2.33 1.98 1.67 1.42 1.21 1.04 0.90 0.78 0.67 0.59 0.53 0.47 0.42
2
2.44 2.19 1.98 1.79 1.64 1.50 1.37 1.25 1.13 1.02 0.91 0.81 0.72 0.65 0.58 0.52 0.47 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
36
(
∆
/
3
1.17 1.09 1.01 0.94 0.88 0.82 0.77 0.72 0.67 0.62 0.57 0.53 0.48 0.44 0.41
1
2
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
16.24 12.20 9.40 7.39 5.92 4.81 3.97 3.31 2.79 2.37 2.03 1.75 1.53 1.34 1.18 1.04 0.92 0.83 0.74 0.67 0.60 0.55 0.50 0.45 0.41 0.38 0.35 0.32 0.30 0.27 0.25
1.2 1.8 2.6 3.5 4.7 6.2 8.1 10.3 12.9 16.0 19.7 23.9 28.9 34.5 40.9 48.1 56.3 65.5 75.7 87.1 99.7 113.8 129.0 146.0 164.6 184.7 206.9 230.5 256.8 284.7 315.0
10.62 11.80 8.45 9.75 6.75 8.19 5.50 6.98 4.63 6.02 3.96 5.24 3.42 4.61 2.98 4.08 2.63 3.64 2.33 3.27 2.08 2.95 1.87 2.68 1.69 2.44 1.53 2.23 1.39 2.05 1.28 1.89 1.17 1.75 1.08 1.62 1.00 1.50 0.92 1.40 0.86 1.31 0.80 1.23 0.75 1.14 0.70 1.07 0.66 1.00 0.62 0.94 0.58 0.89 0.55 0.84 0.52 0.79 0.49 0.75 0.46 0.71
0.96 0.91 0.86 0.82 0.78 0.74
12300 12600 12900 13200
0.24 0.22 0.20 0.19
347.5 383.6 421.6 460.7
0.44 0.42 0.40 0.38
0.70 0.67 0.64 0.61
0.67 0.64 0.61 0.58
1 10.70 7.71 5.90 4.62 3.65 2.88 2.29 1.84 1.49 1.22 1.01 0.85 0.72 0.61 0.52 0.45
11.80 9.75 8.19 6.98 6.02 5.24 4.58 3.88 3.31 2.80 2.30 1.98 1.71 1.49 1.31 1.14 1.00 0.87 0.77 0.67 0.59 0.53 0.47 0.42
2
4.08 3.64 3.27 2.95 2.68 2.44 2.23 2.01 1.79 1.61 1.44 1.28 1.11 1.00 0.90 0.82 0.74 0.68 0.62 0.57 0.52 0.47 0.43
3
2.05 1.89 1.75 1.62 1.50 1.40 1.31 1.23 1.13 1.04 0.96 0.88 0.81 0.74 0.67 0.61 0.56 0.52 0.48 0.45 0.42
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.5
Single Span 200LC/200Z Limit State Capacity Tables
span (mm) overall purlin length = span + 70mm
(
∆
/
1
2
3
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
20.50 15.40 11.86 9.33 7.47 6.07 5.01 4.17 3.52 2.99 2.56 2.21 1.93 1.69 1.48 1.31 1.17 1.04 0.93 0.84 0.76 0.69 0.63 0.57 0.52 0.48 0.44 0.41 0.37 0.35 0.32
1.0 1.4 2.0 2.8 3.7 4.9 6.4 8.1 10.2 12.7 15.6 19.0 22.9 27.3 32.4 38.1 44.6 51.9 60.0 69.0 79.1 90.1 102.2 115.8 130.3 146.4 164.0 182.7 203.2 225.4 250.0
13.41 10.56 8.47 6.95 5.80 4.91 4.22 3.66 3.20 2.83 2.52 2.25 2.02 1.82 1.66 1.51 1.38 1.27 1.17 1.08 1.00 0.93 0.87 0.81 0.76 0.71 0.67 0.63 0.59 0.56 0.53
16.51 13.65 11.47 9.77 8.42 7.34 6.45 5.71 5.06 4.49 4.01 3.60 3.25 2.94 2.68 2.45 2.25 2.07 1.91 1.77 1.65 1.53 1.43 1.34 1.25 1.18 1.11 1.05 0.99 0.93 0.88
4.13 3.74 3.41 3.12 2.87 2.64 2.44 2.27 2.11 1.96 1.82 1.70 1.58 1.48 1.38 1.30 1.22 1.15 1.08 1.02 0.97
1.61 1.52 1.43 1.35 1.27 1.21 1.14 1.09 1.03
12300 12600 12900 13200 13500 13800 14100 14400
0.30 0.28 0.26 0.24 0.23 0.21 0.20 0.19
276.1 303.2 333.3 365.1 400.0 436.0 477.2 518.9
0.50 0.47 0.45 0.43 0.41
0.84 0.80 0.76 0.72 0.69 0.65 0.62 0.60
0.92 0.87 0.83 0.79 0.75 0.71 0.68 0.65
0.98 0.93 0.88 0.84 0.80 0.76 0.72 0.69
1 14.32 10.85 8.09 6.19 4.80 3.75 2.97 2.39 1.95 1.60 1.34 1.12 0.95 0.81 0.70 0.61 0.53 0.47 0.41
16.51 13.65 11.47 9.77 8.42 7.10 6.03 5.16 4.43 3.81 3.25 2.75 2.35 2.02 1.75 1.52 1.31 1.14 1.00 0.88 0.78 0.69 0.61 0.55 0.49 0.44 0.40
2
3
7.34 6.45 5.71 5.10 4.57 4.13 3.71 3.31 2.96 2.65 2.38 2.15 1.94 1.75 1.57 1.40 1.25 1.13 1.01 0.92 0.83 0.76 0.68 0.62 0.56 0.51
3.41 3.12 2.87 2.64 2.44 2.27 2.09 1.91 1.76 1.62 1.49 1.38 1.27 1.18 1.09 1.01 0.93 0.86 0.79
0.47 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
0.73 0.67 0.62 0.57 0.53 0.49 0.46 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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37
10.6 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 250LC/250Z
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/
1
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
15.30 12.04 9.64 7.84 6.46 5.38 4.53 3.86 3.31 2.86 2.48 2.17 1.91 1.69 1.51 1.34 1.21 1.08 0.98 0.89 0.81 0.74 0.67 0.62 0.57 0.52 0.48 0.45 0.41
1.6 2.2 2.9 3.8 5.0 6.3 7.9 9.9 12.1 14.7 17.7 21.2 25.1 29.6 34.6 40.2 46.5 53.5 61.3 69.8 79.3 89.7 101.0 113.5 127.0 141.8 157.7 174.9 193.7
8.42 6.97 5.86 5.00 4.31 3.75 3.30 2.92 2.60 2.34 2.11 1.91 1.74 1.59 1.46 1.34 1.24 1.15 1.07 1.00 0.93 0.87 0.82 0.77 0.72 0.68 0.64 0.61 0.57
10.01 8.53 7.36 6.41 5.63 4.99 4.45 3.99 3.60 3.27 2.98 2.73 2.50 2.31 2.13 1.98 1.84 1.71 1.60 1.50 1.41 1.32 1.25 1.18 1.11 1.05 1.00 0.95 0.90
12300 12600 12900 13200 13500 13800 14100
0.38 0.36 0.33 0.31 0.29 0.27 0.26
213.5 235.3 258.3 283.9 310.3 338.2 368.6
0.55 0.52 0.49 0.47 0.45 0.43 0.41
0.86 0.82 0.78 0.75 0.71 0.68 0.65
1 7.53 10.01 5.73 8.53 4.36 7.36 3.38 6.41 2.66 5.63 2.13 4.93 1.72 4.15 1.41 3.51 1.16 2.96 0.97 2.53 0.82 2.17 0.70 1.86 0.59 1.59 0.51 1.36 0.44 1.18 1.02 0.89 0.78 0.69 0.61 0.54 0.48 0.43
2
4.45 3.99 3.60 3.27 2.98 2.73 2.50 2.28 2.03 1.80 1.61 1.43 1.28 1.15 1.04 0.94 0.84 0.76 0.68 0.61 0.56 0.50 0.46 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
38
(
∆
/
3
2.13 1.98 1.84 1.71 1.60 1.50 1.41 1.32 1.21 1.11 1.02 0.93 0.85 0.78 0.72 0.67 0.62 0.57 0.53 0.49 0.45 0.42
1
2
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
19.65 15.45 12.37 10.06 8.29 6.91 5.82 4.95 4.24 3.67 3.19 2.79 2.46 2.17 1.93 1.73 1.55 1.39 1.26 1.14 1.04 0.95 0.86 0.79 0.73 0.67 0.62 0.57 0.53
1.2 1.7 2.3 3.0 3.9 4.9 6.2 7.7 9.4 11.5 13.8 16.5 19.5 23.0 26.9 31.3 36.2 41.7 47.7 54.4 61.8 69.8 78.7 88.4 98.9 110.4 122.8 136.4 150.9
10.58 8.64 7.19 6.07 5.19 4.49 3.92 3.45 3.06 2.73 2.45 2.21 2.01 1.83 1.67 1.54 1.42 1.31 1.21 1.13 1.05 0.98 0.92 0.86 0.81 0.76 0.72 0.68 0.64
14.49 12.35 10.65 9.27 8.15 7.22 6.44 5.78 5.22 4.73 4.31 3.93 3.58 3.27 3.00 2.76 2.55 2.36 2.19 2.03 1.89 1.77 1.66 1.55 1.46 1.37 1.29 1.21 1.15
3.34 3.09 2.86 2.66 2.48 2.32 2.17 2.04 1.92 1.81 1.70 1.61 1.52 1.45 1.37 1.30
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000
0.49 0.46 0.43 0.40 0.37 0.35 0.33 0.31 0.29 0.27
166.3 183.4 201.4 220.6 241.3 263.6 287.5 312.7 339.1 367.6
0.61 0.58 0.55 0.52 0.50 0.47 0.45 0.43 0.41
1.08 1.03 0.97 0.93 0.88 0.84 0.80 0.76 0.73 0.70
1.23 1.16 1.11 1.05 1.00 0.95 0.91 0.87 0.83 0.79
3
1
2
9.53 14.49 7.13 12.35 5.44 10.65 4.23 9.27 3.34 7.88 8.15 2.68 6.64 7.22 2.17 5.50 6.44 1.78 4.59 5.78 1.48 3.87 5.22 1.24 3.25 4.73 1.05 2.74 4.31 0.90 2.33 3.87 0.77 1.99 3.46 0.67 1.71 3.07 0.58 1.48 2.70 0.51 1.28 2.38 0.45 1.12 2.10 0.98 1.87 0.87 1.67 0.77 1.48 0.68 1.32 0.61 1.17 0.55 1.05 0.49 0.95 0.44 0.85 0.77 0.70 0.63 0.58
1.13 1.08 1.03 0.99 0.95 0.91 0.87 0.84
0.53 0.48 0.44 0.40
3
3.62 3.34 3.09 2.86 2.66 2.48 2.31 2.12 1.94 1.78 1.62 1.47 1.34 1.22 1.12 1.02 0.94 0.86 0.79 0.72 0.66 0.61 0.56 0.52 0.48 0.44 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.7
Single Span 300LC
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/
1
2
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
34.81 27.38 21.92 17.82 14.68 12.24 10.31 8.77 7.52 6.49 5.65 4.94 4.35 3.85 3.42 3.06 2.74 2.47 2.23 2.02 1.84 1.67 1.53 1.40 1.29 1.19 1.10 1.01 0.94
0.7 15.94 20.24 0.9 12.99 17.25 1.3 10.78 14.87 1.7 9.08 12.96 2.2 7.75 11.39 2.8 6.69 10.09 3.5 5.79 9.00 4.3 5.06 8.08 5.3 4.45 7.29 6.5 3.95 6.61 7.8 3.53 6.02 9.3 3.17 5.51 11.0 2.85 5.06 13.0 2.58 4.66 15.2 2.35 4.31 17.7 2.14 4.00 20.4 1.97 3.67 23.5 1.81 3.38 3.47 26.9 1.67 3.12 3.24 30.7 1.54 2.89 3.03 34.9 1.43 2.69 2.85 39.4 1.33 2.50 2.68 44.4 1.24 2.33 2.52 49.9 1.16 2.17 2.38 55.9 1.09 2.02 2.25 62.3 1.02 1.89 2.13 69.3 0.96 1.77 2.02 76.9 0.91 1.67 1.92 85.1 0.86 1.57 1.82
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
0.87 0.81 0.76 0.71 0.66 0.62 0.58 0.54 0.51 0.48 0.45 0.43 0.40 0.38 0.36 0.34 0.33 0.31 0.29 0.28
93.9 0.81 103.4 0.77 113.8 0.73 124.6 0.69 136.4 0.66 148.9 0.62 162.3 0.59 176.5 0.57 191.8 0.54 207.9 0.52 225.2 0.50 243.0 0.47 262.4 0.45 282.7 0.44 304.7 0.42 327.5 0.40 350.8 376.6 402.7 431.7
1.48 1.39 1.32 1.25 1.18 1.12 1.07 1.00 0.95 0.91 0.87 0.83 0.80 0.77 0.73 0.71 0.68 0.65 0.63 0.61
1.73 1.65 1.58 1.51 1.44 1.37 1.30 1.24 1.18 1.13 1.08 1.03 0.99 0.94 0.90 0.87 0.83 0.80 0.77 0.74
3
1 19.87 15.79 12.38 9.78 8.02 6.65 5.47 4.52 3.74 3.12 2.63 2.23 1.90 1.64 1.42 1.23 1.08 0.95 0.84 0.74 0.66 0.59 0.53 0.48 0.43
17.25 14.87 12.96 11.39 10.09 9.00 8.08 7.29 6.61 5.86 5.17 4.52 3.95 3.40 3.03 2.71 2.43 2.19 1.97 1.76 1.58 1.42 1.27 1.15 1.04 0.94 0.85 0.77 0.70 0.64 0.59 0.54 0.50 0.46 0.42
1.27 1.21 1.17 1.12 1.08 1.04 1.00 0.96 0.93 0.90 0.87 0.84 0.81
(
∆
2
6.02 5.51 5.06 4.66 4.31 4.00 3.72 3.47 3.24 3.03 2.79 2.56 2.35 2.15 1.96 1.79 1.63 1.48 1.37 1.27 1.18 1.09 1.02 0.95 0.88 0.82 0.76 0.71 0.66 0.61 0.57 0.53 0.49 0.46 0.43 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
1
2
3
2.68 2.52 2.38 2.25 2.13 2.02 1.92 1.82
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
44.73 35.18 28.17 22.90 18.87 15.73 13.25 11.27 9.66 8.35 7.26 6.35 5.59 4.95 4.40 3.93 3.52 3.17 2.86 2.60 2.36 2.15 1.97 1.80 1.66 1.53 1.41 1.30 1.21
0.5 0.7 1.0 1.3 1.7 2.2 2.7 3.4 4.1 5.0 6.1 7.2 8.6 10.1 11.8 13.8 15.9 18.3 21.0 23.9 27.1 30.7 34.6 38.8 43.5 48.5 53.9 59.9 66.2
21.37 16.89 13.64 11.21 9.36 7.92 6.78 5.87 5.12 4.51 4.00 3.57 3.21 2.90 2.63 2.40 2.19 2.01 1.86 1.72 1.59 1.48 1.38 1.29 1.21 1.13 1.06 1.00 0.95
28.94 24.66 21.26 18.52 16.28 14.42 12.86 11.54 10.42 9.40 8.44 7.61 6.90 6.27 5.73 5.24 4.82 4.44 4.10 3.79 3.50 3.23 3.00 2.78 2.59 2.42 2.26 2.12 1.99
8.61 7.88 7.23 6.67 6.16 5.72 5.32 4.96 4.63 4.34 4.07 3.83 3.60 3.37 3.15 2.96 2.78 2.62 2.47
3.04 2.89 2.74 2.60
1.73 1.64 1.54 1.44 1.35 1.27 1.18 1.10 1.03 0.96 0.88 0.83 0.79 0.74 0.70 0.66 0.63 0.59 0.56 0.54
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
1.12 1.04 0.97 0.91 0.85 0.79 0.75 0.70 0.66 0.62 0.58 0.55 0.52 0.49 0.47 0.44 0.42 0.40 0.38 0.36
73.1 80.5 88.5 97.0 106.1 115.9 126.2 137.3 149.2 161.8 175.0 189.1 204.2 220.0 236.6 254.5 273.4 292.9 313.8 335.2
0.89 0.85 0.80 0.76 0.72 0.69 0.65 0.62 0.60 0.57 0.54 0.52 0.50 0.48 0.46 0.44 0.42 0.41
1.87 1.76 1.65 1.56 1.47 1.40 1.32 1.25 1.19 1.13 1.08 1.03 0.98 0.94 0.90 0.86 0.82 0.79 0.76 0.73
2.34 2.21 2.09 1.98 1.88 1.79 1.70 1.62 1.55 1.48 1.41 1.34 1.28 1.22 1.17 1.11 1.07 1.02 0.98 0.94
2.48 2.36 2.25 2.15 2.06 1.97 1.88 1.79 1.71 1.63 1.56 1.49 1.43 1.37 1.31 1.26 1.21 1.16 1.11 1.07
27.13 22.01 17.56 13.97 11.08 8.90 7.23 5.94 4.92 4.12 3.47 2.95 2.53 2.18 1.89 1.65 1.44 1.27 1.12 1.00 0.89 0.80 0.72 0.65 0.59 0.53 0.49 0.44 0.41
1
2
3
28.94 24.66 21.26 18.52 16.28 14.42 12.86 11.54 10.25 9.06 8.04 7.16 6.40 5.64 4.95 4.37 3.84 3.38 2.99 2.65 2.36 2.10 1.88 1.69 1.53 1.38 1.25 1.13 1.03
9.45 8.61 7.88 7.23 6.67 6.16 5.72 5.32 4.91 4.51 4.15 3.83 3.53 3.27 3.02 2.79 2.55 2.34 2.15 1.97
4.63 4.34 4.07 3.83 3.61 3.40 3.22 3.04 2.88 2.70 2.54
1.80 1.65 1.51 1.39 1.28 1.18 1.09 1.01 0.94 0.87 0.81 0.75 0.70 0.65 0.61 0.57 0.54 0.50 0.47 0.44
2.38 2.24 2.11 1.99 1.88 1.77 1.67 1.57 1.47 1.38 1.29 1.21 1.13 1.06 0.99 0.93 0.87 0.82 0.77 0.72
0.94 0.86 0.79 0.72 0.67 0.61 0.57 0.53 0.49 0.45 0.42
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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39
10.8 P U R L I N & G I R T D E S I G N M A N U A L
Single Span 350LC30
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/
1
2
3
1
2
4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
37.42 30.84 25.71 21.66 18.41 15.79 13.64 11.86 10.38 9.14 8.08 7.19 6.42 5.75 5.18 4.68 4.24 3.85 3.52 3.21 2.95 2.71 2.49 2.30 2.13 1.97
0.8 16.32 1.0 13.30 19.94 1.3 11.32 17.67 1.7 9.74 15.76 2.1 8.47 14.14 2.5 7.42 12.76 3.1 6.52 11.58 3.7 5.75 10.55 4.4 5.10 9.65 5.3 4.56 8.86 6.2 4.09 8.17 7.2 3.70 7.55 8.4 3.36 7.00 9.7 3.06 6.51 11.2 2.79 6.05 12.8 2.56 5.56 14.6 2.35 5.13 5.31 16.6 2.17 4.74 4.99 18.8 2.00 4.39 4.69 21.2 1.86 4.07 4.42 23.8 1.73 3.76 4.17 26.6 1.61 3.48 3.94 29.7 1.51 3.24 3.73 33.0 1.41 3.01 3.54 36.6 1.32 2.81 3.36 40.5 1.25 2.63 3.19
18.82 15.63 12.96 10.84 9.14 7.63 6.61 5.77 5.05 4.38 3.83 3.36 2.95 2.59 2.28 2.02 1.80 1.60 1.44 1.29 1.16 1.05 0.95 0.87 0.79
19.94 17.67 15.76 14.14 12.76 11.58 10.55 9.65 8.86 8.17 7.55 7.00 6.34 5.74 5.21 4.68 4.21 3.81 3.45 3.13 2.85 2.60 2.33 2.15 1.99
6.51 6.07 5.67 5.31 4.99 4.69 4.42 4.17 3.94 3.73 3.54 3.36 3.17
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
1.83 1.71 1.59 1.48 1.39 1.30 1.22 1.14 1.07 1.01 0.95 0.90 0.85 0.80 0.76 0.72 0.68 0.65 0.62 0.59
44.7 49.3 54.1 59.3 64.9 70.9 77.3 84.1 91.2 99.0 107.1 115.8 125.0 134.7 144.9 155.8 167.2 179.3 191.9 205.1
0.72 0.66 0.61 0.56 0.52 0.48 0.44 0.41 0.38 0.35 0.33 0.31 0.29 0.27 0.25 0.24 0.22 0.21 0.20 0.19
1.84 1.71 1.59 1.47 1.36 1.26 1.17 1.08 1.01 0.94 0.87 0.81 0.75 0.70 0.66 0.61 0.57 0.54 0.50 0.47
2.96 2.77 2.59 2.43 2.25 2.10 1.95 1.82 1.70 1.59 1.49 1.40 1.31 1.23 1.13 1.07 1.01 0.96 0.91 0.86
1.17 1.11 1.05 0.99 0.94 0.89 0.85 0.81 0.77 0.73 0.70 0.67 0.64 0.61 0.59 0.56 0.54 0.52 0.50 0.48
2.46 2.31 2.17 2.04 1.93 1.82 1.72 1.63 1.55 1.47 1.40 1.33 1.27 1.18 1.13 1.08 1.04 1.00 0.96 0.92
3.04 2.89 2.76 2.64 2.52 2.41 2.31 2.20 2.09 1.99 1.89 1.80 1.72 1.64 1.57 1.50 1.43 1.37 1.30 1.25
2.04 1.96 1.89 1.82 1.75 1.69 1.63 1.57 1.52 1.47 1.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
40
3
3.04 2.89 2.76 2.64 2.52 2.41 2.31 2.22 2.13 2.04 1.96 1.89 1.82 1.73 1.64 1.56 1.48 1.41 1.34 1.27
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.9
Single Span 400LC30
span (mm)
Limit State Capacity Tables
overall purlin length = span + 70mm
(
∆
/
1
2
3
1
2
3
4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
46.10 37.99 31.67 26.68 22.68 19.45 16.80 14.61 12.79 11.26 9.96 8.85 7.90 7.09 6.38 5.76 5.22 4.75 4.33 3.96 3.63 3.34 3.07 2.84 2.62 2.43
0.7 15.81 0.8 13.13 22.83 1.1 11.07 20.22 1.3 9.44 18.04 1.7 8.14 16.19 2.1 7.08 14.61 2.5 6.22 13.25 3.0 5.50 12.08 3.6 4.90 11.05 4.3 4.39 10.15 5.0 3.95 9.35 5.9 3.58 8.65 6.8 3.26 8.01 7.9 2.97 7.35 9.1 2.73 6.70 6.95 10.4 2.51 6.11 6.49 11.9 2.32 5.57 6.08 13.5 2.14 5.10 5.71 15.2 1.99 4.69 5.37 17.2 1.85 4.32 5.06 19.3 1.73 3.99 4.77 21.6 1.62 3.70 4.51 24.1 1.52 3.43 4.27 26.8 1.42 3.20 4.05 29.7 1.34 2.98 3.84 32.9 1.26 2.79 3.65
20.90 16.54 13.25 10.74 8.80 7.28 6.07 5.11 4.33 3.69 3.17 2.74 2.38 2.08 1.83 1.61 1.43 1.27 1.14 1.02 0.92 0.83 0.75 0.68 0.62 0.56
22.83 20.22 18.04 16.19 14.61 13.25 12.08 11.05 9.92 8.63 7.50 6.54 5.73 5.04 4.45 3.94 3.50 3.12 2.79 2.51 2.26 2.04 1.84 1.67 1.52
10.15 9.35 8.65 8.02 7.46 6.95 6.49 6.08 5.71 5.37 5.06 4.71 4.30 3.90 3.54 3.23 2.94
4.51 4.27 4.05 3.84 3.65
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
2.26 2.10 1.96 1.83 1.71 1.60 1.50 1.41 1.32 1.25 1.17 1.11 1.05 0.99 0.94 0.89 0.84 0.80 0.76 0.72
36.3 40.0 43.9 48.2 52.7 57.6 62.7 68.2 74.1 80.3 87.0 94.0 101.4 109.3 117.6 126.4 135.7 145.5 155.7 166.7
0.52 0.47 0.44 0.40 0.37 0.34 0.32 0.30 0.27 0.26 0.24 0.22 0.21 0.20 0.18 0.17 0.16 0.15 0.15 0.14
1.38 1.26 1.16 1.06 0.97 0.90 0.83 0.76 0.71 0.65 0.61 0.56 0.53 0.49 0.46 0.43 0.40 0.37 0.35 0.33
2.69 2.46 2.26 2.08 1.91 1.76 1.63 1.50 1.39 1.29 1.20 1.11 1.04 0.97 0.90 0.84 0.79 0.74 0.69 0.65
3.48 3.31 3.16 3.02 2.89 2.75 2.59 2.42 2.25 2.09 1.95 1.82 1.70 1.59 1.48 1.39 1.30 1.22 1.15 1.08
1.19 1.13 1.07 1.01 0.96 0.91 0.87 0.83 0.79 0.76 0.72 0.69 0.66 0.63 0.61 0.58 0.56 0.54 0.52 0.50
2.61 2.45 2.31 2.17 2.05 1.94 1.84 1.74 1.65 1.57 1.49 1.42 1.36 1.30 1.24 1.18 1.13 1.09 1.04 1.00
3.48 3.31 3.16 3.02 2.87 2.73 2.59 2.45 2.32 2.19 2.07 1.97 1.87 1.77 1.69 1.61 1.53 1.46 1.40 1.34
2.65 2.54 2.43 2.34 2.25 2.16 2.08 2.00 1.93 1.86 1.80 1.74 1.68 1.62
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.10 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 75LC
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
∆
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400
3.94 2.64 1.85 1.35 1.01 0.78 0.61 0.49 0.40 0.33 0.28 0.23
1 3.6 6.1 9.7 14.8 21.7 30.7 42.3 56.9 75.0 97.0 123.6 155.8
2.74 2.10 1.66 1.34 1.11 0.93 0.78 0.66 0.56 0.48 0.42
0.79 0.69 0.60 0.52 0.47 0.41
1 2.74 2.10 1.66 1.27 0.98 0.77 0.60 0.47
/
2
1.34 1.11 0.93 0.80 0.66 0.55 0.46
0.69 0.60 0.52 0.47 0.41
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
4.99 3.34 2.35 1.71 1.29 0.99 0.78 0.62 0.51 0.42 0.35 0.29 0.25 0.21
1 2.8 4.8 7.7 11.7 17.1 24.2 33.4 44.9 59.2 76.6 97.4 122.4 152.0 186.9
3.52 2.68 2.08 1.60 1.30 1.08 0.91 0.77 0.66 0.57 0.50 0.44
2.13 1.73 1.43 1.20 1.02 0.88 0.77 0.67 0.60 0.53 0.48 0.43
1 3.52 2.70 1.98 1.53 1.21 0.97 0.78 0.63 0.51 0.43
2.13 1.73 1.43 1.20 1.00 0.80 0.67 0.57 0.49 0.42
2
1.02 0.88 0.77 0.67 0.60 0.52 0.44
3
0.53 0.48 0.43
∆
/
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
6.44 4.32 3.03 2.21 1.66 1.28 1.01 0.81 0.66 0.54 0.45 0.38 0.32 0.28
2.2 3.7 5.9 9.1 13.3 18.8 25.8 34.8 45.8 59.4 75.6 95.0 118.0 144.9
4.38 3.32 2.59 2.07 1.69 1.40 1.18 1.01 0.87 0.75 0.66 0.58 0.51 0.45
6300 6600 6900
0.24 0.21 0.18
175.7 211.5 252.7
0.40
2.65 2.15 1.78 1.49 1.27 1.10 0.96 0.84 0.74 0.66 0.60 0.54 0.49 0.44 0.40
4.38 3.36 2.65 2.07 1.65 1.33 1.08 0.89 0.72 0.60 0.50 0.42
1
2
3
2.15 1.78 1.49 1.27 1.08 0.92 0.78 0.67 0.58 0.50 0.44
0.96 0.84 0.74 0.66 0.59 0.52
0.54
0.46 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
42
0.49 0.44 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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P U R L I N & G I R T D E S I G N M A N U A L
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43
10.11 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 100LC/100Z
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
7.99 5.35 3.76 2.74 2.06 1.59 1.25 1.00 0.81 0.67 0.56 0.47 0.40 0.34
1.8 3.0 4.8 7.3 10.7 15.1 20.8 28.0 36.9 47.8 60.9 76.6 95.0 116.6
6300
0.30
141.9
3.83 3.01 2.38 1.93 1.59 1.34 1.14 0.98 0.84 0.73 0.63 0.55 0.48 0.42
1 3.83 3.01 2.38 1.93 1.53 1.19 0.92 0.73 0.58 0.46
0.75 0.67 0.60 0.53 0.48
/
2
1.59 1.34 1.14 0.98 0.86 0.72 0.61 0.51 0.42
0.44
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
12.95 8.67 6.09 4.44 3.34 2.57 2.02 1.62 1.32 1.08 0.90 0.76 0.65 0.56
1.1 1.8 3.0 4.5 6.6 9.3 12.9 17.3 22.8 29.5 37.6 47.3 58.7 72.1
6.50 4.92 3.82 3.05 2.49 2.06 1.73 1.46 1.25 1.08 0.94 0.83 0.73 0.64
6300 6600 6900 7200 7500 7800 8100
0.48 0.42 0.37 0.32 0.28 0.25 0.23
87.5 105.5 126.0 149.5 176.1 205.5 238.9
0.57 0.51 0.45 0.40
3
0.75 0.67 0.60 0.53 0.48
10.12 6.78 4.76 3.47 2.61 2.01 1.58 1.27 1.03 0.85 0.71 0.60 0.51 0.43
1.4 2.4 3.8 5.8 8.4 12.0 16.5 22.1 29.2 37.8 48.2 60.5 75.1 92.2
5.09 3.90 3.07 2.45 1.99 1.65 1.35 1.14 0.98 0.85 0.74 0.65 0.57 0.50
2.06 1.73 1.48 1.27 1.11 0.97 0.86 0.77 0.69 0.62
0.43
6300
0.38
112.0
0.44
0.57
3.93 3.19 2.63 2.21 1.89 1.63 1.42 1.25 1.10 0.98 0.88 0.80 0.72 0.66 0.60 0.54 0.50 0.45 0.41
3.19 2.63 2.21 1.89 1.62 1.37 1.17 1.00 0.85 0.73 0.63 0.54 0.46
0.51 0.47 0.44
5.09 3.90 3.08 2.39 1.85 1.47 1.17 0.94 0.77 0.63 0.51 0.42
2
1.42 1.25 1.10 0.98 0.88 0.78 0.69 0.62 0.55 0.49 0.44
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
0.72 0.66 0.60 0.55 0.50 0.45 0.41
1
2
3
2.49 2.06 1.73 1.48 1.25 1.05 0.87 0.75 0.64 0.54 0.47
1.11 0.97 0.86 0.77 0.68 0.60
0.62
0.40
0.53
0.57
1
2
3
4.28 3.54 2.97 2.53 2.12 1.79 1.51 1.29 1.10 0.94 0.81
2.18 1.90 1.67 1.48 1.32 1.16 1.02
1.19 1.07
0.90 0.80 0.71 0.63 0.56 0.50 0.45
0.97 0.88 0.80 0.72 0.65 0.59 0.54
(
∆
1 6.50 4.98 3.93 3.11 2.46 1.95 1.57 1.27 1.01 0.82 0.67 0.56 0.46
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
(
/
(
∆
1
∆
44
span (mm)
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
16.34 10.95 7.69 5.60 4.21 3.24 2.55 2.04 1.66 1.37 1.14 0.96 0.82 0.70
0.9 1.5 2.3 3.6 5.2 7.4 10.2 13.7 18.1 23.4 29.8 37.5 46.5 57.1
8.28 6.20 4.79 3.79 3.07 2.53 2.12 1.80 1.54 1.33 1.15 1.01 0.89 0.78
8.74 6.69 5.29 4.28 3.54 2.97 2.53 2.18 1.90 1.67 1.48 1.32 1.19 1.07
6300 6600 6900 7200 7500 7800 8100
0.61 0.53 0.46 0.41 0.36 0.32 0.29
69.4 0.69 83.7 0.61 99.8 0.55 118.5 0.49 139.3 0.44 163.0 0.40 189.5
0.96 0.86 0.78 0.70 0.64 0.58 0.53
2
3 8.74 6.69 5.21 4.03 3.16 2.51 2.01 1.62 1.30 1.06 0.88 0.73 0.62 0.53 0.46
0.88 0.81 0.74 0.69 0.63 0.57
0.59
0.69 0.60 0.51 0.45
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.11
Double Continuous Spans 100LC/100Z Limit State Capacity Tables
span (mm)
span (mm)
overall purlin length = 2 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
20.54 13.76 9.66 7.04 5.29 4.08 3.21 2.57 2.09 1.72 1.43 1.21 1.03 0.88
0.7 1.2 1.9 2.8 4.2 5.9 8.1 10.9 14.4 18.6 23.7 29.8 37.0 45.5
10.13 7.54 5.81 4.61 3.74 3.09 2.59 2.19 1.88 1.63 1.42 1.25 1.10 0.97
11.12 8.51 6.73 5.45 4.50 3.78 3.22 2.78 2.42 2.13 1.89 1.68 1.51 1.36
6300 6600 6900 7200 7500 7800 8100 8400
0.76 0.66 0.58 0.51 0.45 0.40 0.36 0.32
55.2 66.5 79.4 94.1 110.9 129.7 150.8 174.5
0.86 0.77 0.69 0.62 0.56 0.51 0.47 0.43
1.22 1.10 0.99 0.89 0.81 0.74 0.67 0.61
2
3 11.12 8.51 6.69 5.15 4.04 3.22 2.61 2.14 1.76 1.45 1.21 1.02 0.87 0.75
1.13 1.03 0.95 0.87 0.81 0.74 0.67
0.65 0.57 0.50 0.44
0.70
1
2
3
5.45 4.50 3.78 3.22 2.74 2.30 1.95 1.66 1.43 1.24 1.07
2.42 2.13 1.89 1.68 1.50 1.32
1.36
1.16 1.03 0.92 0.82 0.73 0.66 0.59 0.54
1.24 1.13 1.03 0.93 0.84 0.76 0.69 0.63
0.94 0.82 0.71 0.62 0.55 0.49 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.12 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 100FC - Refer details page 7
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
8.87 5.94 4.17 3.04 2.29 1.76 1.39 1.11 0.90 0.74 0.62 0.52 0.44 0.38
1.6 2.7 4.3 6.6 9.6 13.6 18.8 25.2 33.3 43.1 54.9 69.0 85.6 105.3
6300 6600
0.33 0.29
127.7 153.8
4.08 3.13 2.47 2.00 1.65 1.39 1.18 1.02 0.89 0.77 0.67 0.58 0.51 0.45
0.69 0.62 0.55 0.50
(
∆
1 4.08 3.13 2.47 2.00 1.65 1.34 1.06 0.84 0.67 0.54 0.45
1.39 1.18 1.02 0.89 0.78 0.68 0.58 0.49 0.41
0.45 0.41
/
2
0.62 0.55 0.50 0.45 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
46
span (mm)
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
10.72 7.18 5.04 3.68 2.76 2.13 1.67 1.34 1.09 0.90 0.75 0.63 0.54 0.46
1.3 2.2 3.6 5.4 8.0 11.3 15.5 20.9 27.5 35.6 45.5 57.1 70.9 87.0
4.95 3.79 3.00 2.43 2.01 1.67 1.40 1.18 1.01 0.88 0.76 0.67 0.59 0.52
6300 6600 6900 7200
0.40 0.35 0.30 0.27
105.8 127.5 152.3 180.5
0.46 0.41
1.44 1.24 1.08 0.95 0.84 0.75 0.67 0.61 0.55 0.50 0.46 0.42
4.95 3.79 3.00 2.43 1.99 1.58 1.27 1.02 0.82 0.65 0.54 0.45
1
2
1.69 1.44 1.24 1.08 0.95 0.81 0.69 0.59 0.51
0.84 0.75 0.67 0.61
0.43
0.55 0.50 0.44
3
0.46 0.42
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.12
Double Continuous Spans 100FC - Refer details page 7 Limit State Capacity Tables
span (mm)
span (mm)
overall purlin length = 2 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
13.49 9.04 6.35 4.63 3.48 2.68 2.11 1.69 1.37 1.13 0.94 0.79 0.68 0.58
1.0 1.8 2.8 4.3 6.3 9.0 12.3 16.6 21.9 28.3 36.1 45.4 56.3 69.2
6.26 4.71 3.66 2.92 2.38 1.97 1.66 1.41 1.22 1.05 0.92 0.81 0.72 0.64
6.40 4.90 3.87 3.14 2.59 2.18 1.86 1.60 1.39 1.23 1.09 0.97 0.87 0.78
6300 6600 6900 7200 7500 7800 8100
0.50 0.44 0.38 0.34 0.30 0.26 0.24
84.0 101.1 121.1 143.3 168.9 197.7 229.8
0.57 0.51 0.46 0.41
0.71 0.65 0.59 0.53 0.49 0.44 0.41
2
1 6.40 4.90 3.87 3.07 2.44 1.97 1.61 1.33 1.10 0.91 0.77 0.64 0.54 0.46
3.14 2.59 2.18 1.86 1.60 1.36 1.16 1.00 0.87 0.76 0.66 0.58 0.51 0.44
0.55 0.50 0.46 0.43
(
∆
2
1.39 1.23 1.09 0.97 0.87 0.78 0.69 0.62 0.55 0.50 0.45 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
0.71 0.65 0.59 0.54 0.50 0.45 0.41
1
2
3
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
17.50 11.73 8.24 6.00 4.51 3.47 2.73 2.19 1.78 1.47 1.22 1.03 0.88 0.75
0.8 1.4 2.2 3.3 4.9 6.9 9.5 12.8 16.9 21.8 27.8 35.0 43.4 53.3
8.61 6.45 4.98 3.95 3.20 2.64 2.21 1.88 1.61 1.40 1.22 1.07 0.94 0.83
8.98 6.88 5.44 4.40 3.64 3.06 2.61 2.25 1.96 1.72 1.52 1.36 1.22 1.10
8.98 6.88 5.44 4.34 3.46 2.78 2.25 1.85 1.53 1.26 1.05 0.89 0.75 0.64
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
0.65 0.56 0.49 0.43 0.38 0.34 0.31 0.27 0.25 0.22
64.8 0.74 78.0 0.66 93.3 0.59 110.6 0.54 130.2 0.48 152.0 0.44 177.0 0.40 205.1 235.8 270.3
1.00 0.91 0.82 0.75 0.68 0.62 0.57 0.52 0.48 0.44
0.55 0.47 0.41 0.76 0.70 0.65 0.60 0.56 0.52 0.48
0.49
1
2
3.64 3.06 2.61 2.25 1.94 1.66 1.43 1.23 1.06 0.93
1.72 1.52 1.36 1.22 1.10
0.81 0.71 0.62 0.54 0.48 0.42
0.98 0.88 0.79 0.70 0.63 0.57 0.51 0.46 0.42
3
P U R L I N & G I R T D E S I G N M A N U A L
0.91 0.83 0.76 0.70 0.64 0.59 0.54 0.49 0.45
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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47
10.13 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 150LC/150Z
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
1
2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
21.35 15.00 10.93 8.21 6.33 4.98 3.98 3.24 2.67 2.23 1.87 1.59 1.37
0.7 1.2 1.8 2.7 3.8 5.2 7.0 9.3 12.0 15.3 19.2 23.8 29.3
5.45 4.59 3.92 3.38 2.94 2.58 2.28 1.97 1.71 1.50 1.32 1.16 1.02
2.02 1.77 1.57 1.40 1.26 1.14
6300 6600 6900 7200 7500 7800 8100 8400 8700
1.18 1.03 0.90 0.79 0.70 0.62 0.56 0.50 0.45
35.6 42.8 51.2 60.7 71.4 83.6 97.3 112.4 129.5
0.91 0.81 0.73 0.66 0.59 0.54 0.49 0.45 0.41
1.03 0.94 0.86 0.79 0.73 0.67 0.62 0.58 0.54
(
∆
1 6.56 5.45 3.92 3.38 2.94 2.58 2.28 2.02 1.72 1.45 1.21 1.02 0.86 0.74 0.63 0.55 0.48 0.42
/
2
1
1.77 1.57 1.40 1.26 1.14
2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
27.21 19.11 13.93 10.47 8.06 6.34 5.08 4.13 3.40 2.84 2.39 2.03 1.74
0.6 0.9 1.4 2.1 3.0 4.1 5.5 7.3 9.4 12.0 15.1 18.7 23.0
8.42 6.92 5.68 4.59 3.79 3.17 2.69 2.30 1.99 1.74 1.52 1.34 1.18
4.78 4.02 3.42 2.95 2.57 2.26 2.00 1.79 1.60 1.45
1.03 0.94 0.84 0.76 0.67 0.59 0.52 0.46 0.41
6300 6600 6900 7200 7500 7800 8100 8400 8700
1.51 1.31 1.15 1.01 0.89 0.79 0.71 0.64 0.57
27.9 33.6 40.2 47.6 56.1 65.6 76.3 88.2 101.6
1.05 0.94 0.84 0.76 0.68 0.62 0.56 0.52 0.47
1.31 1.20 1.09 1.00 0.93 0.86 0.79 0.74 0.69
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
48
span (mm)
0.79 0.73 0.67 0.62 0.58 0.54
1 8.42 6.92 5.78 4.78 4.02 3.42 2.95 2.49 2.10 1.78 1.49 1.25 1.06 0.92 0.80 0.70 0.62 0.54 0.47 0.41
2
2.57 2.26 2.00 1.79 1.60 1.45 1.31 1.17 1.04 0.92 0.82 0.73 0.65 0.57 0.51
1.20 1.09 1.00 0.93 0.86 0.79 0.74 0.69
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.13
Double Continuous Spans 150LC/150Z Limit State Capacity Tables
span (mm)
span (mm)
overall purlin length = 2 x span + 70mm
(
∆
/
1
2
1
2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
34.36 24.13 17.59 13.22 10.18 8.01 6.41 5.21 4.30 3.58 3.02 2.57 2.20
0.5 0.7 1.1 1.7 2.4 3.2 4.4 5.8 7.5 9.5 11.9 14.8 18.2
8.89 7.04 5.70 4.70 3.94 3.33 2.84 2.45 2.14 1.87 1.66 1.47
7.95 6.57 5.52 4.71 4.06 3.53 3.11 2.75 2.45 2.20 1.99
7.95 6.57 5.52 4.56 3.81 3.21 2.73 2.33 1.99 1.70 1.46
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
1.90 1.65 1.45 1.27 1.13 1.00 0.89 0.80 0.72 0.65
22.1 26.6 31.8 37.7 44.4 51.9 60.4 69.9 80.4 92.0
1.31 1.17 1.05 0.95 0.86 0.78 0.71 0.65 0.60 0.55
1.80 1.64 1.50 1.38 1.27 1.17 1.07 0.99 0.91 0.84
1.25 1.08 0.93 0.80 0.70 0.61 0.54 0.48 0.43
1.01 0.95 0.88
(
∆
2
/
3
4.71 4.06 3.53 3.11 2.75 2.45 2.17 1.91
1.99
2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
1.70 1.51 1.35 1.21 1.09 0.98 0.88 0.79 0.71 0.63
1.80 1.64 1.50 1.38 1.27 1.16 1.06 0.97 0.89 0.82
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
1.09 1.01 0.95 0.88
1
2
1
2
30.92 22.55 16.94 13.05 10.26 8.22 6.68 5.50 4.59 3.87 3.29 2.82
0.6 0.9 1.3 1.8 2.5 3.4 4.5 5.8 7.4 9.3 11.6 14.2
9.05 7.25 5.89 4.85 4.07 3.46 2.97 2.58 2.26 1.99 1.76
10.81 8.93 7.50 6.39 5.51 4.80 4.22 3.74 3.34 2.99 2.70
10.81 8.93 7.50 6.25 5.22 4.35 3.66 3.10 2.63 2.22 1.90
6.39 5.51 4.80 4.22 3.74 3.34 2.98 2.63
2.70
2.43 2.12 1.85 1.63 1.44 1.28 1.15 1.03 0.92 0.84
17.3 20.8 24.8 29.4 34.7 40.5 47.2 54.5 62.8 71.9
1.57 1.40 1.26 1.14 1.03 0.94 0.86 0.78 0.72 0.66
2.45 2.23 2.04 1.88 1.72 1.58 1.45 1.33 1.23 1.14
1.63 1.40 1.21 1.06 0.93 0.82 0.72 0.64 0.57 0.52
2.33 2.07 1.83 1.63 1.46 1.31 1.16 1.04 0.93 0.83
2.45 2.23 2.04 1.88 1.73 1.60 1.46 1.33 1.22 1.12
1.48 1.38 1.29 1.20
3
P U R L I N & G I R T D E S I G N M A N U A L
1.38 1.29 1.20
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.14 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 200LC/200Z
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/ 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
29.31 22.02 16.96 13.34 10.68 8.68 7.16 5.97 5.03 4.27 3.66
0.7 1.0 1.4 1.9 2.6 3.5 4.5 5.7 7.2 8.9 10.9
6.20 5.39 4.73 4.18 3.72 3.33 2.88 2.51 2.19 1.93 1.71
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
3.17 2.75 2.41 2.12 1.88 1.67 1.49 1.34 1.20 1.09
13.3 16.0 19.1 22.6 26.7 31.2 36.3 41.9 48.3 55.3
1.52 1.36 1.224 1.105 1.002 0.911 0.832 0.761 0.699 0.643
(
∆
1
1
/
2
2.99 2.70 2.44 2.19 1.98
6.20 5.39 4.73 4.18 3.72 3.33 2.99 2.70 2.44 2.14 1.87
2.19 1.98
1.79 1.64 1.496 1.374 1.266 1.171 1.085 1.009 0.941 0.879
1.62 1.40 1.21 1.05 0.92 0.81 0.72 0.64 0.57 0.49
1.79 1.64 1.50 1.37 1.27 1.17 1.08 0.99 0.90 0.82
1.01 0.94 0.88
1
2
1
1
3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
29.34 22.60 17.78 14.24 11.57 9.53 7.95 6.70 5.69 4.88
0.7 1.1 1.5 2.0 2.6 3.4 4.3 5.4 6.7 8.2
6.00 4.95 4.12 3.54 3.07 2.69 2.37 2.11
5.24 4.61 4.08 3.64 3.27 2.95
5.24 4.61 4.08 3.51 3.03 2.63
3.64 3.27 2.95
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
4.22 3.67 3.21 2.83 2.50 2.22 1.98 1.78 1.60 1.45
10.0 12.0 14.3 17.0 20.0 23.4 27.2 31.5 36.2 41.5
1.88 1.69 1.53 1.38 1.26 1.15 1.05 0.97 0.89 0.83
2.68 2.44 2.23 2.05 1.89 1.75 1.62 1.50 1.40 1.31
2.26 1.90 1.67 1.47 1.30 1.16 1.03 0.92 0.82 0.73
2.68 2.44 2.23 2.05 1.89 1.73 1.56 1.41 1.28 1.17
2
1.62 1.50 1.40 1.31
(
∆
/
1
3900 4200 4500 4800 5100 5400 5700 6000
22.45 17.98 14.61 12.04 10.04 8.46 7.19 6.17
1.2 1.6 2.1 2.7 3.4 4.3 5.3 6.5
5.28 4.50 3.88 3.38 2.96 2.62
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
5.33 4.63 4.05 3.57 3.16 2.81 2.51 2.25 2.02 1.83
7.9 9.5 11.3 13.5 15.8 18.5 21.5 24.9 28.7 32.8
2.34 2.09 1.88 1.70 1.54 1.40 1.27 1.17 1.07 0.99
2
4.03 3.53 3.74 3.41 3.12 2.87 2.64 2.44 2.26 2.08 1.92 1.78
1.96 1.84
3.07 2.66 2.31 2.01 1.76 1.56 1.38 1.22 1.09 0.97
3.74 3.41 3.10 2.79 2.52 2.28 2.07 1.89 1.72 1.57
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
50
span (mm)
2.87 2.64 2.44 2.27 2.11 1.96 1.84
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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P U R L I N & G I R T D E S I G N M A N U A L
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51
10.15 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 250LC/250Z
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
(
∆
1
1
3600 3900 4200 4500 4800 5100 5400 5700 6000
36.82 28.96 23.19 18.85 15.53 12.95 10.91 9.28 7.95
0.7 0.9 1.2 1.6 2.1 2.6 3.3 4.1 5.0
5.21 4.46 3.87 3.38 2.98 2.64
4.35 3.97 3.60
4.35 3.84 3.29
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
6.87 5.98 5.23 4.60 4.07 3.62 3.23 2.90 2.61 2.36
6.1 7.4 8.8 10.4 12.3 14.4 16.7 19.3 22.2 25.5
2.35 2.11 1.90 1.72 1.57 1.43 1.31 1.20 1.11 1.02
3.27 2.98 2.73 2.50 2.31 2.13 1.98 1.84 1.71 1.60
2.84 2.44 2.12 1.86 1.64 1.43 1.25 1.10 0.97 0.86
/
2
1
3.97 3.60
4800 5100 5400 5700 6000
19.94 16.63 14.01 11.91 10.21
1.6 2.0 2.6 3.2 3.9
4.12 3.60 3.17
3.27 2.98 2.73 2.50 2.31 2.13 1.98 1.79 1.61 1.45
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
8.82 7.67 6.71 5.91 5.23 4.65 4.15 3.72 3.35 3.03
4.8 5.7 6.9 8.1 9.6 11.2 13.0 15.0 17.3 19.8
2.81 2.51 2.25 2.02 1.83 1.66 1.52 1.39 1.27 1.17
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
52
span (mm)
1.84 1.71 1.60
3.09 2.86 2.66 2.48 2.32
1
3.70 3.19 2.74 2.36 2.05 1.79 1.57 1.38 1.22 1.09
2.98 2.68 2.41 2.15 1.92
2
3.09 2.86 2.66 2.48 2.32
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.16
Double Continuous Spans 300LC
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
(
∆
1
/
1
3900 4200 4500 4800 5100 5400 5700 6000
65.87 52.74 42.88 35.33 29.46 24.81 21.10 18.09
0.4 0.5 0.7 0.9 1.2 1.5 1.8 2.2
9.86 8.37 7.19 6.24 5.47 4.82
8.86 8.10 7.43 6.84
8.85 8.10 7.43 6.84
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
15.63 13.59 11.89 10.47 9.26 8.23 7.35 6.59 5.93 5.36
2.7 3.2 3.9 4.6 5.4 6.3 7.3 8.5 9.8 11.2
4.26 3.79 3.39 3.05 2.75 2.50 2.27 2.07 1.89 1.74
6.31 5.84 5.42 5.04 4.66 4.31 4.00 3.72 3.47 3.24
6.31 5.84 5.40 4.81 4.28 3.77 3.34 2.92 2.63 2.38
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
5.04 4.66 4.31 4.00 3.72 3.47 3.24
1
3600 3900 4200 4500 4800 5100 5400 5700
107.63 84.65 67.78 55.11 45.41 37.86 31.89 27.12
0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4
7.74 6.66
6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
23.25 20.08 17.47 15.29 13.45 11.90 10.58 9.45 8.47 7.63 6.89
1.7 2.1 2.5 3.0 3.6 4.2 4.9 5.7 6.6 7.6 8.7
5.79 5.07 4.47 3.98 3.55 3.19 2.89 2.62 2.39 2.18 2.00
5.32 4.96 4.63
1
5.94 5.31 4.71 4.20 3.75 3.33
P U R L I N & G I R T D E S I G N M A N U A L
5.72 5.32 4.96 4.63
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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53
10.17 P U R L I N & G I R T D E S I G N M A N U A L
Double Continuous Spans 350LC
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
1
3300 3600 3900 4200 4500 4800 5100 5400 5700 6000
228.3 175.9 138.3 110.7 90.04 74.19 61.86 52.11 44.31 37.99
0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.1
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
32.81 28.54 24.98 21.98 19.45 17.29 15.44 13.84 12.46 11.26
1.3 1.5 1.8 2.2 2.6 3.0 3.5 4.0 4.7 5.3
1
7.22 6.40 5.70 5.12 4.59 4.13 3.73 3.39 3.09 2.83
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
54
span (mm)
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.18
Double Continuous Spans 400LC
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 2 x span + 70mm
(
∆
/
1
4500 4800 5100 5400 5700 6000
110.92 91.40 76.20 64.19 54.58 46.79
0.3 0.4 0.4 0.6 0.7 0.9
6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
40.42 35.16 30.77 27.08 23.96 21.30 19.02 17.05 15.35 13.87
1.0 1.3 1.5 1.8 2.1 2.4 2.8 3.3 3.8 4.3
7.01 6.16 5.46 4.87 4.36 3.93 3.56 3.24 2.95 2.71
1
P U R L I N & G I R T D E S I G N M A N U A L
4.91
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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55
10.19 P U R L I N & G I R T D E S I G N M A N U A L
Double Lapped Spans 100Z
lap la p
Limit State Capacity Tables
span (mm)
overall purlin length = span + 70mm + (lap/2)
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200
9.13 6.12 4.30 3.13 2.35 1.81 1.43 1.14 0.93 0.77 0.64 0.54 0.46 0.39 0.34 0.29 0.26 0.23
1 1.5 2.6 4.2 6.4 9.3 13.2 18.2 24.5 32.3 41.8 53.3 67.0 83.2 102.0 124.3 149.7 179.0 211.5
4.77 3.87 3.19 2.59 2.09 1.72 1.43 1.20 1.01 0.86 0.74 0.64 0.55 0.48 0.42
2
1.16 1.02 0.90 0.81 0.71 0.62 0.53 0.46
1 0.6 1.0 1.6 2.5 3.6 5.1 7.1 9.5 12.6 16.3 20.7 26.0 32.3 39.7 48.3 58.1 69.5 82.3 96.9 113.5 132.0 152.6 175.8 201.3 229.6 260.2
9.10 6.98 5.48 4.39 3.59 2.98 2.51 2.14 1.84 1.60 1.40 1.23 1.09 0.97 0.87 0.78 0.70 0.64 0.58 0.53 0.48 0.44 0.41
7.43 6.14 5.16 4.39 3.79 3.26 2.82 2.45 2.15 1.90 1.68 1.50 1.34 1.21 1.09 0.99 0.90 0.82 0.75 0.68 0.63 0.57 0.52
2
2.90 2.57 2.29 2.06 1.86 1.68 1.53 1.39 1.25 1.14 1.03 0.94 0.86 0.78 0.72 0.66 0.61
3
1.29 1.19 1.10 1.02 0.94 0.87 0.80 0.73 0.68
1
0.65 0.59 0.54 0.49 0.44
8.65 6.59 5.12 4.05 3.23 2.56 2.07 1.70 1.41 1.19 1.01 0.86 0.75 0.65 0.57 0.51 0.45 0.40
9.17 7.43 6.14 5.16 4.33 3.58 2.99 2.52 2.14 1.83 1.57 1.35 1.15 0.99 0.86 0.75 0.66 0.58 0.52 0.46 0.41
2
3
3.79 3.30 2.90 2.55 2.20 1.92 1.68 1.47 1.30 1.15 1.02 0.91 0.80 0.71 0.63 0.56 0.51 0.45 0.41
2.29 2.06 1.86 1.67 1.49 1.32 1.19 1.06 0.96 0.86 0.78 0.71 0.64 0.59 0.53
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
56
/
3 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800
11.58 7.76 5.45 3.97 2.98 2.30 1.81 1.45 1.18 0.97 0.81 0.68 0.58 0.50 0.43 0.37 0.33 0.29 0.25 0.23
1 1.2 2.1 3.3 5.0 7.4 10.4 14.4 19.3 25.5 33.0 42.0 52.9 65.6 80.5 97.9 118.0 141.1 167.2 196.9 230.1
6.65 4.82 3.74 2.97 2.41 1.99 1.67 1.40 1.19 1.02 0.88 0.77 0.67 0.59 0.53 0.47 0.42
6.83 5.27 4.16 3.37 2.79 2.34 2.00 1.72 1.50 1.32 1.17 1.04 0.93 0.82 0.73 0.64 0.57 0.51 0.47 0.42
2
3
1 6.83 5.27 4.06 3.01 2.35 1.83 1.44 1.16 0.93 0.75 0.61 0.50 0.41
0.84 0.77 0.70 0.64 0.59 0.53 0.48
0.54 0.50
4.16 3.37 2.79 2.34 2.00 1.65 1.34 1.13 0.96 0.81 0.68 0.59 0.50 0.43
2
1.72 1.50 1.32 1.17 1.01 0.85 0.75 0.66 0.58 0.51 0.44
3
1.04 0.93 0.84 0.77 0.68 0.61 0.53 0.48 0.43
(
/ 23.49 15.74 11.05 8.06 6.05 4.66 3.67 2.94 2.39 1.97 1.64 1.38 1.18 1.01 0.87 0.76 0.66 0.58 0.52 0.46 0.41 0.37 0.33 0.30 0.27 0.25
2.61 2.16 1.81 1.54 1.33 1.11 0.92 0.76 0.63 0.52 0.44
2
0.49 0.45
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600
(
∆
1 4.77 3.87 3.19 2.50 1.90 1.44 1.11 0.87 0.69 0.56 0.47
2.16 1.81 1.54 1.33 1.16 1.02 0.90 0.81 0.72 0.65 0.59 0.54 0.48 0.43
span (mm)
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.19 lap la p
Double Lapped Spans 100Z Limit State Capacity Tables
span (mm)
overall purlin length = span + 70mm + (lap/2)
(
∆
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700
14.77 9.90 6.95 5.07 3.81 2.93 2.31 1.85 1.50 1.24 1.03 0.87 0.74 0.63 0.55 0.48 0.42 0.37 0.32 0.29 0.26 0.23 0.21
1 0.9 1.6 2.6 3.9 5.8 8.2 11.3 15.2 20.0 25.9 33.0 41.4 51.4 63.2 76.8 92.4 110.6 130.8 154.3 180.6 210.1 242.4 278.8
8.25 6.17 4.76 3.77 3.05 2.51 2.10 1.77 1.50 1.29 1.11 0.96 0.83 0.73 0.64 0.57 0.51 0.45 0.40
8.82 6.75 5.34 4.32 3.57 3.00 2.56 2.21 1.92 1.69 1.50 1.32 1.17 1.04 0.93 0.84 0.75 0.68 0.61 0.56 0.50 0.46 0.42
2
1.20 1.08 0.98 0.89 0.82 0.74 0.68 0.62 0.56 0.52 0.47
span (mm)
3
1 8.82 6.75 5.20 4.03 3.13 2.47 1.94 1.51 1.20 0.97 0.79 0.65 0.54 0.46
0.69 0.64 0.59 0.55 0.51
(
∆
5.34 4.32 3.57 3.00 2.55 2.13 1.80 1.52 1.29 1.10 0.93 0.78 0.66 0.56 0.48 0.42
2
2.21 1.92 1.69 1.50 1.31 1.14 1.01 0.88 0.78 0.69 0.61 0.53 0.47 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
1.33 1.20 1.08 0.98 0.88 0.79 0.71 0.64 0.58 0.52 0.47 0.42
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700
18.67 12.50 8.78 6.40 4.81 3.71 2.91 2.33 1.90 1.56 1.30 1.10 0.93 0.80 0.69 0.60 0.53 0.46 0.41 0.36 0.33 0.29 0.26
1 0.8 1.3 2.0 3.1 4.6 6.5 8.9 12.0 15.8 20.5 26.1 32.8 40.7 50.0 60.8 73.2 87.5 103.7 122.0 142.9 166.2 191.8 220.5
10.17 7.53 5.78 4.56 3.68 3.00 2.48 2.08 1.76 1.51 1.30 1.13 0.99 0.88 0.77 0.69 0.62 0.55 0.50 0.45 0.41
9.07 7.17 5.81 4.80 4.03 3.44 2.96 2.58 2.23 1.94 1.71 1.51 1.34 1.20 1.07 0.96 0.86 0.78 0.70 0.64 0.58 0.53
2
2.01 1.79 1.61 1.45 1.32 1.20 1.08 0.97 0.88 0.80 0.73 0.67 0.61
3
1
9.02 6.76 5.18 4.01 3.14 2.45 1.93 1.54 1.25 1.03 0.86 0.72 0.62 0.53 0.46 1.10 1.01 0.93 0.86 0.79 0.73 0.67
7.17 5.81 4.80 4.03 3.35 2.78 2.34 1.96 1.66 1.41 1.19 1.00 0.85 0.73 0.63 0.55 0.48 0.42
2
3
3.44 2.96 2.58 2.27 1.97 1.71 1.49 1.31 1.14 1.00 0.88 0.78 0.68 0.60 0.53 0.47 0.41
2.01 1.79 1.61 1.45 1.29 1.15 1.03 0.92 0.83 0.74 0.67 0.60 0.54
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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57
10.20 P U R L I N & G I R T D E S I G N M A N U A L
Double Lapped Spans 150Z
lap la p
Limit State Capacity Tables
/ 12.41 9.32 7.18 5.65 4.52 3.68 3.03 2.53 2.13 1.81 1.55 1.34 1.17 1.02 0.90 0.79 0.71 0.63 0.57 0.51 0.46 0.42 0.38 0.35 0.32 0.29 0.27 0.25
1 1.6 2.4 3.3 4.6 6.2 8.2 10.6 13.5 16.9 21.0 25.8 31.3 37.8 45.1 53.5 63.0 73.7 85.7 99.1 113.9 130.4 148.7 168.9 191.3 215.2 242.2 270.7 302.0
4.83 4.21 3.70 3.27 2.75 2.34 2.01 1.74 1.52 1.33 1.18 1.05 0.94 0.84 0.76 0.68 0.62 0.56 0.51 0.47 0.43
2.91 2.60 2.34 2.12 1.92 1.73 1.56 1.42 1.29 1.18 1.09 1.00 0.93 0.86 0.80 0.74 0.69 0.64 0.59 0.54 0.50 0.46 0.42
2
2.34 2.12 1.92 1.73 1.56 1.40 1.24 1.09 0.95 0.83 0.73 0.64 0.57 0.51 0.45 0.41
2
1.29 1.18 1.09 1.00 0.93 0.86 0.79 0.71 0.65 0.58 0.52 0.47 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
58
(
∆
1 4.83 4.21 3.70 3.27 2.91 2.59 2.12 1.75 1.45 1.22 1.03 0.88 0.75 0.65 0.57 0.50 0.44
0.65 0.61 0.57 0.54 0.51 0.48 0.46
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100
span (mm)
/
3
0.74 0.70 0.65 0.61 0.57 0.54 0.50 0.46 0.43
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
15.82 11.89 9.15 7.20 5.77 4.69 3.86 3.22 2.71 2.31 1.98 1.71 1.49 1.30 1.14 1.01 0.90 0.80 0.72 0.65 0.59 0.53 0.48 0.44 0.40 0.37 0.34 0.31 0.29 0.27 0.25
1 1.3 1.9 2.6 3.6 4.9 6.4 8.3 10.6 13.3 16.5 20.2 24.6 29.6 35.4 42.0 49.4 57.8 67.2 77.7 89.4 102.4 116.8 132.5 150.0 169.2 189.7 212.4 237.2 263.9 292.1 323.9
6.92 5.53 4.49 3.66 3.09 2.64 2.28 1.98 1.74 1.54 1.37 1.22 1.10 0.99 0.90 0.81 0.74 0.67 0.62 0.56 0.52 0.47 0.43 0.40
7.40 6.31 5.44 4.70 4.06 3.53 3.11 2.75 2.45 2.20 1.99 1.80 1.64 1.50 1.38 1.26 1.15 1.05 0.96 0.88 0.81 0.75 0.69 0.64 0.60 0.55 0.51 0.47 0.43 0.40
2
1.18 1.09 1.01 0.95 0.88 0.83 0.78 0.73 0.69 0.64 0.60 0.56 0.52 0.49 0.46
3
1 7.40 6.31 5.44 4.60 3.79 3.14 2.61 2.12 1.80 1.53 1.32 1.13 0.97 0.83 0.72 0.62 0.54 0.47 0.42
0.61 0.58 0.55 0.52 0.50
4.70 4.06 3.53 3.11 2.75 2.45 2.20 1.94 1.71 1.51 1.33 1.18 1.03 0.90 0.80 0.72 0.65 0.59 0.53 0.48 0.43
2
1.99 1.80 1.64 1.50 1.38 1.27 1.16 1.05 0.95 0.87 0.79 0.72 0.65 0.59 0.53 0.48 0.44 0.41
3
1.09 1.01 0.95 0.88 0.83 0.77 0.71 0.66 0.61 0.56 0.52 0.48 0.45 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.20 lap la p
Double Lapped Spans 150Z Limit State Capacity Tables
span (mm)
overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
19.97 15.01 11.56 9.09 7.28 5.92 4.88 4.07 3.43 2.91 2.50 2.16 1.88 1.64 1.45 1.28 1.14 1.02 0.91 0.82 0.74 0.67 0.61 0.56 0.51 0.47 0.43 0.39 0.36 0.34 0.31
1.0 1.5 2.1 2.9 3.8 5.1 6.6 8.4 10.5 13.0 16.0 19.5 23.5 28.0 33.2 39.1 45.8 53.2 61.5 70.8 81.1 92.5 105.1 118.7 133.9 150.2 168.2 187.8 208.8 231.5 256.4
12300 12600 12900 13200
0.29 0.27 0.25 0.23
282.8 311.1 342.6 376.1
6.85 5.55 4.58 3.84 3.26 2.80 2.42 2.11 1.85 1.63 1.45 1.30 1.16 1.05 0.95 0.86 0.78 0.72 0.66 0.60 0.55 0.51 0.47 0.44 0.41
5.57 4.85 4.27 3.78 3.35 2.97 2.65 2.38 2.14 1.94 1.76 1.60 1.47 1.34 1.24 1.14 1.05 0.97 0.90 0.84 0.78 0.72 0.67 0.62 0.57 0.53 0.50 0.46 0.43 0.40
2
span (mm)
3
1
5.99 4.97 4.17 3.50 2.91 2.43 2.05 1.73 1.46 1.25 1.07 0.93 0.81 0.71 0.62 0.55 0.49 0.43
2.73 2.48 2.26 2.07 1.90 1.75 1.62 1.50 1.39 1.30 1.20 1.11 1.03 0.96 0.89 0.83 0.78 0.73 0.68 0.64 0.60
1.14 1.07 1.00 0.95 0.89 0.84 0.79 0.75 0.70 0.66
0.56 0.53 0.50 0.47
0.62 0.58 0.55 0.52
(
∆
5.57 4.86 4.27 3.78 3.29 2.88 2.54 2.24 1.99 1.78 1.59 1.41 1.24 1.10 0.97 0.87 0.78 0.69 0.62 0.55 0.50 0.45 0.41
2
3.37 3.03 2.73 2.48 2.26 2.05 1.85 1.67 1.52 1.38 1.26 1.15 1.05 0.97 0.88 0.81 0.73 0.67 0.61 0.55 0.51 0.47 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
1.90 1.75 1.62 1.50 1.39 1.28 1.18 1.09 1.00 0.93 0.86 0.80 0.74 0.69 0.65 0.60 0.56 0.52 0.48 0.44 0.41
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
25.81 19.39 14.94 11.75 9.41 7.65 6.30 5.25 4.43 3.76 3.23 2.79 2.42 2.12 1.87 1.65 1.47 1.31 1.18 1.06 0.96 0.87 0.79 0.72 0.66 0.60 0.55 0.51 0.47 0.44 0.40
0.8 1.1 1.6 2.2 3.0 3.9 5.1 6.5 8.1 10.1 12.4 15.1 18.2 21.7 25.7 30.3 35.4 41.2 47.6 54.8 62.8 71.6 81.2 91.9 103.5 116.3 130.2 145.4 161.7 179.3 198.5
12300 12600 12900 13200 13500 13800 14100 14400
0.37 0.35 0.33 0.30 0.28 0.27 0.25 0.23
219.3 241.4 264.6 290.4 318.0 347.2 377.5 412.0
6.56 5.38 4.48 3.79 3.24 2.80 2.44 2.15 1.90 1.69 1.51 1.36 1.23 1.12 1.02 0.93 0.85 0.78 0.72 0.66 0.61 0.57 0.53 0.49 0.46 0.43 0.40
4.02 3.57 3.19 2.87 2.59 2.34 2.13 1.94 1.78 1.63 1.50 1.38 1.28 1.18 1.09 1.00 0.92 0.85 0.79 0.73 0.68 0.63 0.59 0.55 0.51 0.48 0.45 0.42
2
3
3.76 3.41 3.11 2.85 2.61 2.41 2.23 2.07 1.92 1.79 1.66 1.53 1.42 1.31 1.22 1.13 1.06 0.99 0.92 0.86 0.81
1.57 1.47 1.38 1.30 1.23 1.16 1.10 1.04 0.97 0.91
0.76 0.71 0.67 0.63 0.59 0.55 0.52 0.48
0.86 0.81 0.76 0.72 0.67 0.64 0.60 0.57
1
4.66 3.81 3.16 2.64 2.22 1.89 1.62 1.40 1.22 1.06 0.93 0.83 0.73 0.65 0.59 0.53 0.48 0.43
3.97 3.48 3.06 2.71 2.40 2.14 1.88 1.65 1.45 1.28 1.14 1.01 0.91 0.81 0.73 0.66 0.60 0.54 0.49 0.45 0.41
2
3
3.76 3.41 3.11 2.85 2.57 2.31 2.09 1.89 1.72 1.56 1.43 1.31 1.20 1.08 0.98 0.89 0.80 0.73 0.67 0.61 0.56
2.41 2.23 2.07 1.92 1.78 1.64 1.50 1.38 1.28 1.18 1.09 1.01 0.94 0.87 0.81 0.76
0.51 0.47 0.43 0.40
P U R L I N & G I R T D E S I G N M A N U A L
0.70 0.64 0.59 0.55 0.51 0.47 0.43 0.40
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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59
10.21 P U R L I N & G I R T D E S I G N M A N U A L
Double Lapped Spans 200Z
lap la p
Limit State Capacity Tables
span (mm)
overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
33.27 25.00 19.25 15.14 12.13 9.86 8.12 6.77 5.71 4.85 4.16 3.59 3.13 2.73 2.41 2.13 1.89 1.69 1.52 1.36 1.23 1.12 1.02 0.93 0.85 0.78 0.71 0.66 0.61 0.56 0.52
0.6 0.9 1.2 1.7 2.3 3.0 3.9 5.0 6.3 7.8 9.6 11.7 14.1 16.8 19.9 23.5 27.5 32.0 36.9 42.5 48.7 55.5 63.1 71.3 80.4 90.2 101.0 112.6 125.4 139.0 153.8
12300 12600 12900 13200 13500 13800 14100 14400
0.48 0.45 0.42 0.39 0.37 0.34 0.32 0.30
169.8 187.1 205.7 225.1 246.6 269.0 293.8 318.9
7.43 6.53 5.77 5.14 4.45 3.77 3.23 2.79 2.44 2.15 1.90 1.69 1.52 1.36 1.23 1.12 1.02 0.93 0.85 0.78 0.72 0.66 0.60 0.56 0.52 0.48 0.45 0.42
4.61 4.15 3.75 3.41 3.11 2.84 2.61 2.41 2.21 2.02 1.86 1.71 1.58 1.47 1.37 1.27 1.19 1.11 1.04 0.97 0.91 0.85 0.79 0.74 0.69 0.65 0.61 0.57 0.53 0.50 0.47 0.44 0.41
2
3
2.84 2.61 2.41 2.21 2.02 1.86 1.71 1.55 1.41 1.27 1.14 1.02 0.92 0.83 0.75 0.68 0.61 0.56 0.51 0.46 0.43
2
1.58 1.47 1.37 1.27 1.19 1.11 1.05 0.98 0.91 0.85 0.79 0.73 0.67 0.62 0.57 0.52 0.48 0.44 0.41
0.48 0.46
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
60
(
∆
1 7.43 6.53 5.77 5.14 4.61 4.15 3.75 3.41 3.11 2.68 2.28 1.95 1.67 1.45 1.26 1.10 0.97 0.83 0.74 0.67 0.60 0.54 0.49 0.44 0.40
0.93 0.87 0.83 0.78 0.74 0.70 0.67 0.64 0.61 0.58 0.55 0.53 0.50 0.47 0.45
span (mm)
/
3
0.87 0.83 0.78 0.74 0.70 0.67 0.64 0.60 0.56 0.53 0.50 0.47 0.44 0.41
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
44.33 33.31 25.66 20.18 16.16 13.14 10.82 9.02 7.60 6.46 5.54 4.79 4.16 3.64 3.21 2.84 2.52 2.25 2.02 1.82 1.64 1.49 1.35 1.23 1.13 1.03 0.95 0.88 0.81 0.75 0.69
0.5 0.7 0.9 1.3 1.7 2.3 3.0 3.8 4.7 5.9 7.2 8.8 10.6 12.6 15.0 17.6 20.6 24.0 27.7 31.9 36.5 41.7 47.3 53.5 60.3 67.7 75.8 84.6 94.1 104.4 115.4
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900
0.64 0.60 0.56 0.52 0.49 0.46 0.43 0.40 0.38 0.36 0.33 0.32 0.30
127.5 140.5 154.1 169.2 185.2 202.2 220.1 239.4 259.9 281.7 305.4 330.2 355.7
5.57 4.73 4.07 3.53 3.09 2.72 2.40 2.14 1.91 1.72 1.55 1.41 1.28 1.17 1.08 0.99 0.91 0.84 0.78 0.72 0.67 0.62 0.58 0.54 0.51 0.48 0.45 0.42
3.62 3.30 3.02 2.77 2.55 2.35 2.15 1.97 1.81 1.67 1.55 1.43 1.33 1.23 1.15 1.06 0.99 0.92 0.83 0.78 0.73 0.69 0.65 0.61 0.57 0.54 0.51 0.48 0.46 0.43 0.41
2
3
3.72 3.09 2.67 2.33 2.04 1.79 1.58 1.39 1.23 1.09 0.97 0.86 0.77 0.69 0.62 0.55 0.50 0.45 0.41
2.04 1.90 1.77 1.66 1.56 1.47 1.38 1.30 1.23 1.17 1.11 1.05 1.00 0.95 0.89 0.84 0.79 0.75 0.70 0.66 0.63 0.59 0.56 0.53 0.50 0.47
0.86 0.82 0.79 0.75 0.72 0.69 0.66 0.64 0.61 0.59 0.56
1
2
3
3.62 3.30 3.02 2.76 2.47 2.22 2.00 1.80 1.61 1.40 1.27 1.15 1.05 0.96 0.88 0.80 0.74 0.68 0.62 0.57
2.55 2.36 2.19 2.04 1.90 1.77 1.66 1.55 1.42 1.31 1.21 1.12 1.03 0.95 0.87 0.78
1.47 1.38 1.30 1.23 1.17 1.11 1.05 0.98
0.52 0.48 0.45 0.41
0.72 0.67 0.63 0.58 0.54 0.51 0.48 0.45 0.42
0.92 0.86 0.81 0.76 0.71 0.66 0.62 0.58 0.53 0.49 0.47 0.44 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.21 lap la p
Double Lapped Spans 200Z Limit State Capacity Tables
span (mm)
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
20.46 16.64 13.71 11.43 9.63 8.19 7.02 6.06 5.27 4.62 4.06 3.59 3.20 2.85 2.56 2.30 2.08 1.89 1.71 1.56 1.43 1.31 1.20 1.11 1.02 0.95 0.88
1.4 1.8 2.3 3.0 3.7 4.6 5.7 6.9 8.3 10.0 11.8 13.9 16.3 18.9 21.9 25.2 28.8 32.9 37.3 42.2 47.6 53.4 59.8 66.7 74.3 82.4 91.2
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700
0.82 0.76 0.71 0.66 0.62 0.58 0.54 0.51 0.48 0.45 0.42 0.40 0.38 0.36 0.34 0.32 0.30 0.29 0.27
100.6 110.8 121.8 133.5 146.1 159.4 173.8 189.0 205.5 222.7 241.1 260.7 281.2 302.5 325.4 350.0 376.2 402.8 432.2
4.92 4.22 3.66 3.20 2.82 2.50 2.23 2.00 1.81 1.64 1.49 1.36 1.25 1.15 1.06 0.97 0.90 0.84 0.78 0.73 0.68 0.63 0.59 0.56 0.52 0.49 0.46 0.44 0.41
3.01 2.76 2.53 2.34 2.16 2.00 1.86 1.72 1.60 1.48 1.38 1.29 1.20 1.12 1.05 0.98 0.92 0.86 0.81 0.76 0.71 0.67 0.63 0.60 0.57 0.54 0.51 0.48 0.46 0.43 0.41
2
3
2.66 2.48 2.33 2.18 2.05 1.93 1.81 1.69 1.58 1.49 1.40 1.32
1.73 1.63 1.55 1.47 1.40
1.24 1.17 1.10 1.04 0.99 0.93 0.88 0.84 0.80 0.75 0.71 0.68 0.64 0.61 0.58 0.55 0.52 0.49 0.46
1.33 1.27 1.21 1.16 1.10 1.04 0.99 0.94 0.89 0.85 0.81 0.77 0.74 0.70 0.67 0.64 0.61 0.59 0.56
3.70 3.18 2.76 2.40 2.11 1.84 1.62 1.43 1.26 1.12 1.00 0.90 0.81 0.73 0.66 0.60 0.55 0.50 0.46 0.42
1
2
3
2.97 2.69 2.44 2.21 1.99 1.80 1.62 1.46 1.32 1.20 1.09 1.00 0.92 0.84 0.76
2.62 2.41 2.22 2.05 1.89 1.75 1.62 1.51 1.40 1.30 1.20 1.11
2.48 2.33 2.18 2.05 1.93 1.82 1.70 1.59 1.48 1.39 1.30
0.70 0.64 0.59 0.55 0.50 0.47 0.43 0.40
1.03 0.95 0.88 0.81 0.75 0.70 0.65 0.61 0.57 0.53 0.49 0.46 0.43 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
1.22 1.15 1.08 1.02 0.96 0.90 0.85 0.80 0.75 0.71 0.66 0.62 0.58 0.54 0.51 0.48 0.45 0.43 0.40
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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61
10.22 P U R L I N & G I R T D E S I G N M A N U A L
Double Lapped Spans 250Z
lap la p
Limit State Capacity Tables
span (mm)
overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
42.20 33.19 26.57 21.60 17.80 14.84 12.50 10.63 9.11 7.87 6.85 5.99 5.27 4.67 4.15 3.70 3.32 2.99 2.70 2.45 2.23 2.03 1.86 1.70 1.56 1.44 1.33 1.23 1.14
0.6 0.8 1.1 1.4 1.8 2.3 2.9 3.6 4.4 5.3 6.4 7.7 9.1 10.7 12.5 14.6 16.9 19.4 22.2 25.3 28.8 32.5 36.7 41.2 46.1 51.4 57.2 63.5 70.2
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100
1.06 0.98 0.92 0.86 0.80 0.75 0.70 0.66 0.62 0.58 0.55 0.52 0.49 0.46 0.44 0.42 0.39
77.5 0.52 85.4 0.48 93.8 0.46 102.8 0.43 112.5 0.40 122.8 133.9 145.7 158.1 171.5 185.5 200.4 216.3 233.3 251.1 269.9 289.3
4.37 3.82 3.37 2.98 2.64 2.36 2.12 1.91 1.73 1.58 1.44 1.32 1.21 1.12 1.03 0.95 0.88 0.82 0.77 0.71 0.67 0.63 0.59 0.55
3.12 2.88 2.67 2.49 2.32 2.16 2.01 1.86 1.71 1.58 1.46 1.35 1.22 1.13 1.06 0.99 0.93 0.87 0.82 0.77 0.72 0.68 0.64 0.61 0.57 0.54 0.51 0.49 0.46 0.44 0.42
2
3
3.12 2.88 2.61 2.32 2.07 1.80 1.62 1.47 1.33 1.21 1.11 1.01 0.93 0.85 0.78 0.71 0.65 0.60 0.55 0.51 0.47 0.44 0.41
0.85 0.81 0.78 0.75 0.72 0.69 0.67 0.64 0.62 0.60
2
2.67 2.49 2.32 2.17 2.03 1.90 1.79 1.69 1.58 1.46 1.33 1.22 1.08 1.00 0.92 0.86 0.79 0.74 0.69 0.64 0.60 0.56 0.52 0.49 0.46 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
62
(
∆
1
3.41 2.96 2.58 2.26 1.99 1.75 1.54 1.36 1.20 1.07 0.96 0.86 0.77 0.69 0.62 0.56 0.51 0.47 0.42
1.90 1.79 1.69 1.59 1.50 1.42 1.35 1.28 1.22 1.16 1.11 1.05 1.01 0.96 0.91 0.87 0.81 0.76 0.72 0.68 0.62 0.58 0.55 0.52 0.50 0.47
span (mm)
/
3
1.50 1.42 1.35 1.28 1.22 1.16 1.11 1.05 0.99 0.92 0.86 0.80 0.72 0.67 0.63 0.59 0.56 0.52 0.49 0.47 0.44 0.42
1
5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
16.33 13.89 11.91 10.29 8.95 7.83 6.89 6.10 5.42 4.84 4.34 3.91 3.53 3.20 2.91 2.65 2.42 2.22 2.04 1.88 1.74 1.61 1.49
2.2 2.7 3.4 4.1 4.9 5.9 7.0 8.2 9.6 11.2 12.9 14.8 17.0 19.4 22.0 24.9 28.1 31.5 35.3 39.3 43.8 48.6 53.8
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
1.38 1.29 1.20 1.12 1.05 0.98 0.92 0.86 0.81 0.76 0.72 0.68 0.64 0.61 0.57 0.54 0.51 0.49 0.46 0.44
59.3 65.3 71.8 78.7 86.1 94.0 102.4 111.5 121.0 131.2 142.1 153.4 165.6 178.5 192.0 206.6 221.8 237.7 254.3 272.1
3.97 3.49 3.09 2.76 2.47 2.23 2.02 1.83 1.67 1.53 1.41 1.29 1.19 1.11 1.03 0.95 0.89 0.83 0.77 0.72 0.68 0.64 0.60 0.57 0.53 0.50 0.48 0.45 0.43 0.40
2
2.42 2.24 2.07 1.92 1.77 1.65 1.53 1.43 1.33
2.09 1.98 1.88 1.76
1.24 1.17 1.09 1.03 0.96 0.91 0.86 0.81 0.76 0.72 0.68 0.64 0.61 0.57 0.54 0.51 0.49 0.46 0.44 0.42
1.66 1.56 1.47 1.39 1.31 1.24 1.18 1.11 1.05 0.99 0.93 0.88 0.83 0.78 0.74 0.70 0.66 0.63 0.59 0.56
3
3.11 2.70 2.35 2.06 1.81 1.60 1.42 1.27 1.13 1.02 0.92 0.83 0.75 0.68 0.62 0.57 0.52 1.70 1.62 1.55 1.48 1.42 1.35 1.30 1.24 1.19 1.15 1.09 1.04 0.99 0.94 0.90 0.86 0.82 0.78 0.75 0.71
0.48 0.44 0.40
1
2
3
2.61 2.34 2.10 1.90 1.71 1.56 1.42 1.29 1.17 1.07 0.97
2.18 2.02 1.87 1.72 1.59 1.46
2.09 1.98 1.88 1.76
0.89 0.82 0.75 0.69 0.64 0.59 0.54 0.50 0.47 0.43 0.40
1.34 1.23 1.14 1.05 0.98 0.91 0.84 0.79 0.73 0.68 0.63 0.59 0.55 0.51 0.48 0.45 0.42
1.65 1.55 1.45 1.36 1.28 1.20 1.12 1.05 0.98 0.92 0.86 0.80 0.75 0.71 0.66 0.62 0.59 0.56 0.52 0.49
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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63
10.23 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 75LC
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900
3.09 2.07 1.46 1.06 0.80 0.61 0.48
4.5 7.7 12.4 18.9 27.6 39.1 53.8
3.43 2.62 2.04 1.61 1.30 1.06 0.87
4200 4500 4800 5100 5400 5700 6000
0.39 0.31 0.26 0.22 0.18 0.16 0.13
72.4 95.5 123.6 157.4 197.8 245.2 300.8
0.73 0.60 0.50 0.43
1.68 1.39 1.17 0.99 0.86 0.75 0.66 0.58 0.52 0.47 0.42
1 3.43 2.47 1.79 1.29 0.95 0.70 0.55 0.44
(
∆
2.62 2.07 1.68 1.38 1.09 0.88
2
1.17 0.99
0.71 0.56 0.46
0.86 0.75 0.63 0.54 0.46
1
2
4.20 3.31 2.69 2.21 1.80 1.48
1.86 1.59
1.23 1.02 0.85 0.70 0.59 0.49 0.41
1.37 1.19 1.03 0.89 0.77 0.67 0.59
/
3
0.66 0.58 0.52 0.46 0.40
1
1
2
1.78 1.50 1.28
2100 2400 2700 3000 3300 3600 3900
3.93 2.63 1.85 1.35 1.01 0.78 0.61
3.6 6.1 9.8 14.9 21.8 30.8 42.4
4.06 3.05 2.37 1.88 1.52 1.25 1.04
4.40 3.37 2.66 2.16 1.78 1.50 1.28
4.30 2.98 2.21 1.66 1.26 0.97 0.75
4.40 3.37 2.66 2.16 1.65 1.32 1.08
4200 4500 4800 5100 5400 5700 6000
0.49 0.40 0.33 0.27 0.23 0.20 0.17
57.0 75.2 97.3 124.1 155.8 193.9 238.1
0.88 0.74 0.63 0.54 0.47 0.40
1.10 0.96 0.84 0.75 0.67 0.60 0.54
0.59 0.47
0.89 0.73 0.60 0.50 0.42
1.10 0.89 0.76 0.65 0.56 0.49 0.42
3
0.96 0.84 0.75 0.66 0.55 0.49
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900
5.06 3.39 2.38 1.74 1.31 1.01 0.79
2.8 4.7 7.6 11.5 16.9 23.9 32.9
5.25 3.95 3.07 2.45 1.99 1.64 1.37
5.48 4.20 3.31 2.69 2.22 1.86 1.59
5.48 4.02 3.02 2.29 1.76 1.34 1.04
4200 4500 4800 5100 5400 5700 6000
0.63 0.52 0.42 0.35 0.30 0.25 0.22
44.2 58.3 75.5 96.0 120.8 150.2 184.3
1.16 0.98 0.84 0.72 0.62 0.54 0.47
1.37 1.19 1.05 0.93 0.83 0.74 0.67
0.82 0.65 0.53 0.44
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
64
span (mm)
3
1.05 0.93 0.83 0.74 0.66
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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65
10.24 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 100LC/100Z
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900
6.28 4.21 2.96 2.16 1.62 1.25 0.98
2.2 3.8 6.1 9.3 13.6 19.2 26.5
4.44 3.60 2.97 2.41 1.95 1.59 1.31
1.99 1.67 1.43
4200 4500 4800 5100 5400 5700 6000
0.79 0.64 0.53 0.44 0.37 0.31 0.27
35.7 47.0 60.8 77.4 97.6 121.0 148.7
1.09 0.90 0.75 0.64 0.54 0.46 0.40
1.23 1.07 0.94 0.83 0.74 0.67 0.60
1 4.44 3.60 2.80 2.03 1.49 1.11 0.85 0.68 0.54 0.43
(
∆
2
/
3
1
1.43
2100 2400 2700 3000 3300 3600 3900
7.95 5.33 3.74 2.73 2.05 1.58 1.24
1.8 3.0 4.8 7.3 10.7 15.2 21.0
6.22 4.66 3.51 2.79 2.26 1.86 1.55
4.87 3.85 3.12 2.58 2.17 1.85
1.11 0.89 0.72 0.58 0.48
1.23 1.07 0.94 0.83 0.72 0.61 0.52
0.74 0.67 0.60
4200 4500 4800 5100 5400 5700 6000
0.99 0.81 0.67 0.56 0.47 0.40 0.34
28.2 37.1 48.0 61.3 76.9 95.5 117.3
1.29 1.09 0.92 0.79 0.68 0.59 0.51
1.59 1.39 1.22 1.08 0.96 0.86 0.78
1
2
3
2.97 2.41 1.99 1.67 1.38
6.33 4.68 3.39 2.55 1.92 1.48 1.13 0.87 0.68 0.54 0.44
1
2
4.87 3.85 3.12 2.58 2.08 1.66
2.17 1.85
1.37 1.12 0.92 0.77 0.64 0.53 0.44
1.59 1.39 1.19 1.02 0.86 0.75 0.65
3
1.22 1.08 0.96 0.86 0.76
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900
16.14 10.82 7.60 5.54 4.16 3.20 2.52
0.9 1.5 2.4 3.6 5.3 7.5 10.3
11.58 8.56 6.57 5.19 4.18 3.41 2.83
10.64 8.41 6.81 5.63 4.73 4.03
10.01 7.35 5.52 4.23 3.21 2.49
10.64 8.41 6.81 5.63 4.51 4.73 3.65 4.03
4200 4500 4800 5100 5400 5700 6000
2.02 1.64 1.35 1.13 0.95 0.81 0.69
13.9 18.3 23.7 30.2 37.9 47.1 57.8
2.38 2.02 1.73 1.50 1.31 1.15 1.01
3.48 3.03 2.66 2.36 2.10 1.88 1.68
1.97 1.58 1.29 1.07 0.90 0.77 0.66
3.00 2.48 2.07 1.72 1.43 1.20 1.01
3.48 3.03 2.59 2.21 1.90 1.65 1.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
66
span (mm)
2.66 2.36 2.10 1.89 1.66
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.24
Three Continuous Spans 100LC/100Z Limit State Capacity Tables
span (mm)
span (mm)
span (mm)
overall purlin length = 3 x span + 70mm
(
∆
/
1
1
2100 2400 2700 3000 3300 3600 3900
10.18 6.82 4.79 3.49 2.62 2.02 1.59
1.4 2.3 3.8 5.7 8.4 11.9 16.4
7.76 5.80 4.48 3.54 2.86 2.35 1.96
8.13 6.22 4.92 3.98 3.29 2.77 2.36
8.13 6.07 4.50 3.38 2.56 1.90 1.45
4200 4500 4800 5100 5400 5700 6000
1.27 1.03 0.85 0.71 0.60 0.51 0.44
22.0 29.0 37.6 47.8 60.1 74.7 91.7
1.65 1.39 1.17 0.99 0.85 0.73 0.63
2.03 1.77 1.56 1.38 1.23 1.10 1.00
1.13 0.89 0.71 0.58 0.48
(
∆
6.22 4.92 3.98 3.29 2.71 2.22 1.82 1.50 1.24 1.01 0.83 0.69 0.57
2
/
3
1
1
2
2.77 2.36
2100 2400 2700 3000 3300 3600 3900
12.84 8.60 6.04 4.41 3.31 2.55 2.01
1.1 1.9 3.0 4.5 6.6 9.4 13.0
9.57 7.09 5.45 4.30 3.46 2.84 2.34
10.92 8.36 6.61 5.35 4.42 3.72 3.17
10.92 7.86 5.76 4.30 3.22 2.42 1.86
8.36 6.61 5.35 4.37 3.52 2.86
3.72 3.17
2.03 1.77 1.55 1.33 1.15 1.00 0.87
4200 4500 4800 5100 5400 5700 6000
1.61 1.31 1.08 0.90 0.76 0.64 0.55
17.4 23.0 29.8 37.9 47.7 59.2 72.6
1.96 1.65 1.40 1.20 1.04 0.90 0.78
2.73 2.38 2.09 1.85 1.65 1.48 1.33
1.45 1.16 0.94 0.77 0.64 0.54 0.46
2.33 1.92 1.58 1.29 1.06 0.89 0.74
2.73 2.37 2.02 1.73 1.49 1.28 1.11
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
1.38 1.23 1.10 0.99
3
P U R L I N & G I R T D E S I G N M A N U A L
2.09 1.85 1.65 1.47 1.29
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.25 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 100FC - Refer details page 7
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
2100 2400 2700 3000 3300 3600 3900
6.97 4.67 3.28 2.39 1.80 1.38 1.09
2.0 3.4 5.5 8.4 12.2 17.3 23.9
4.89 3.91 3.09 2.50 2.04 1.67 1.39
1.74 1.48
4200 4500 4800 5100 5400 5700 6000
0.87 0.71 0.58 0.49 0.41 0.35 0.30
32.1 42.3 54.8 69.8 87.8 108.9 133.8
1.16 0.97 0.81 0.69 0.59 0.51 0.44
1.28 1.11 0.98 0.87 0.77 0.69 0.63
1 4.89 3.91 3.09 2.33 1.72 1.29 0.99 0.78 0.62 0.49 0.40
/
1
(
∆
2
2.50 2.07 1.74 1.48 1.25 1.02 0.83 0.68 0.56 0.47
1.28 1.11 0.98 0.87 0.77 0.69 0.59
/
3
0.63
1
2100 2400 2700 3000 3300 3600 3900
8.43 5.65 3.97 2.89 2.17 1.67 1.32
1.7 2.8 4.5 6.9 10.1 14.3 19.8
6.19 4.70 3.63 2.88 2.33 1.91 1.59
3.75 3.03 2.51 2.11 1.80
4200 4500 4800 5100 5400 5700 6000
1.05 0.86 0.71 0.59 0.50 0.42 0.36
26.6 35.0 45.3 57.8 72.6 90.3 110.8
1.33 1.12 0.95 0.81 0.67 0.58 0.51
1.55 1.35 1.19 1.05 0.94 0.84 0.76
(
∆
1
2100 2400 2700 3000 3300 3600 3900
10.60 7.10 4.99 3.64 2.73 2.11 1.66
1.3 2.3 3.6 5.5 8.0 11.4 15.7
7.41 5.55 4.30 3.42 2.78 2.30 1.92
7.91 6.13 4.84 3.92 3.24 2.72 2.32
7.91 6.01 4.51 3.46 2.71 2.11 1.67
4.84 3.92 3.24 2.69 2.21
4200 4500 4800 5100 5400 5700 6000
1.33 1.08 0.89 0.74 0.62 0.53 0.46
21.1 27.8 36.0 45.9 57.7 71.7 87.9
1.63 1.38 1.19 1.03 0.89 0.78 0.68
2.00 1.74 1.53 1.36 1.21 1.09 0.98
1.31 1.04 0.84 0.69 0.57 0.48 0.40
1.84 1.54 1.30 1.11 0.93 0.79 0.67
2
/
3
1 6.19 4.74 3.67 2.76 2.08 1.51 1.18 0.94 0.76 0.63 0.52 0.43
2
3
1.48 1.22 1.01 0.83 0.66 0.56 0.48
1.55 1.35 1.19 1.05 0.94 0.81 0.71
0.84 0.76
1
2
3
3.75 3.03 2.51 2.11 1.80
(
∆
1
2.32
2100 2400 2700 3000 3300 3600 3900
13.76 9.22 6.47 4.72 3.55 2.73 2.15
1.0 1.7 2.8 4.2 6.2 8.8 12.1
10.02 7.42 5.69 4.50 3.63 2.99 2.48
11.23 8.60 6.79 5.50 4.55 3.82 3.26
11.23 8.50 6.40 4.84 3.73 2.90 2.26
6.79 5.50 4.55 3.81 3.14
3.26
2.00 1.74 1.53 1.32 1.15 1.01 0.88
4200 4500 4800 5100 5400 5700 6000
1.72 1.40 1.15 0.96 0.81 0.69 0.59
16.3 21.5 27.8 35.4 44.5 55.2 67.8
2.08 1.77 1.51 1.31 1.14 1.00 0.88
2.81 2.45 2.15 1.90 1.70 1.52 1.38
1.79 1.42 1.15 0.94 0.78 0.65 0.55
2.61 2.17 1.82 1.53 1.29 1.08 0.92
2.81 2.45 2.15 1.88 1.64 1.43 1.25
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
68
span (mm)
1.36 1.21 1.09 0.98
1.70 1.52 1.38
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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P U R L I N & G I R T D E S I G N M A N U A L
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10.26 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 150LC/150Z
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/ 3000 3300 3600 3900
8.59 6.46 4.97 3.91
2.3 3.4 4.8 6.6
4.46 3.88 3.40 3.00
4200 4500 4800 5100 5400 5700 6000 6300
3.13 2.55 2.10 1.75 1.47 1.25 1.07 0.93
8.9 11.8 15.3 19.4 24.4 30.3 37.2 45.3
2.60 2.20 1.89 1.63 1.42 1.24 1.09 0.96
1
2.59 2.07 1.68 1.37 1.14 0.95 0.80 0.68
2.67 2.39 2.14 1.94 1.75 1.54 1.34 1.15
/
2
4.46 3.88 3.40 3.00 2.67 2.39 2.14 1.94 1.75 1.57 1.42 1.29
1.57 1.42 1.29
1
10.95 8.23 6.34 4.99
1.8 2.7 3.8 5.2
6.53 5.26 4.29 3.55
6.84 5.82 5.01 4.28
6.84 5.82 4.89 3.94
5.01 4.28
4200 4500 4800 5100 5400 5700 6000 6300
3.99 3.25 2.67 2.23 1.88 1.60 1.37 1.18
7.0 9.2 12.0 15.3 19.2 23.8 29.2 35.5
2.97 2.52 2.16 1.83 1.60 1.41 1.25 1.15
3.69 3.21 2.82 2.50 2.23 2.00 1.81 1.64
3.19 2.52 2.06 1.72 1.45 1.23 1.02 0.86
3.69 3.21 2.82 2.50 2.19 1.89 1.64 1.42
1
/
2
1
3000 3300 3600 3900
13.83 10.39 8.00 6.29
1.4 2.1 3.0 4.1
8.10 6.47 5.28 4.38
8.15 6.90 5.88
7.83 6.30 5.13
8.15 6.90 5.88
3000 3300 3600 3900
17.72 13.32 10.26 8.07
1.1 1.7 2.3 3.2
7.82 6.33 5.20
4200 4500 4800 5100 5400 5700 6000 6300
5.04 4.10 3.38 2.82 2.37 2.02 1.73 1.49
5.6 7.3 9.5 12.1 15.2 18.8 23.1 28.1
3.66 3.10 2.66 2.30 2.00 1.76 1.56 1.38
5.07 4.42 3.88 3.44 3.07 2.75 2.49 2.25
4.22 3.45 2.82 2.31 1.90 1.58 1.32 1.11
5.07 4.42 3.78 3.26 2.82 2.46 2.15 1.89
4200 4500 4800 5100 5400 5700 6000 6300
6.46 5.25 4.33 3.61 3.04 2.58 2.22 1.91
4.3 5.7 7.4 9.4 11.8 14.7 18.1 21.9
4.33 3.66 3.13 2.70 2.35 2.07 1.83 1.62
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
3.88 3.44 3.07 2.75 2.49 2.25
2
2.00 1.81 1.64
(
∆
1
1
3000 3300 3600 3900
(
/
(
∆
1
∆
70
span (mm)
1
2
6.86 6.00 5.28 4.67 4.17 3.74 3.38 3.04
5.57 4.47 3.65 2.98 2.46 2.04 1.72 1.45
6.00 5.19 4.47 3.85 3.32 2.88 2.51
4.67 4.17 3.74 3.38 3.06
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.27
Three Continuous Spans 200LC/200Z
span (mm)
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
3000 3300 3600 3900
23.04 17.31 13.33 10.49
0.9 1.3 1.8 2.5
6.93 6.08 5.38 4.79
4200 4500 4800 5100 5400 5700 6000 6300
8.40 6.83 5.62 4.69 3.95 3.36 2.88 2.49
3.3 4.4 5.7 7.3 9.1 11.3 13.9 16.89
4.29 3.65 3.12 2.70 2.35 2.07 1.83 1.63
/ 14.13 11.49 9.47 7.89 6.65 5.65 4.85 4.19
1
6.93 6.08 5.38 4.79
3600 3900
17.77 13.97
1.4 1.9
6.39
4.29 3.86 3.49 3.07 2.55 2.13 1.80 1.53
4200 4500 4800 5100 5400 5700 6000 6300
11.19 9.10 7.50 6.25 5.26 4.48 3.84 3.32
2.5 3.3 4.3 5.4 6.8 8.5 10.4 12.7
5.35 4.54 3.90 3.39 2.96 2.61 2.32 2.07
3.17 2.89 2.64 2.42 2.23
5.10 4.55 4.08 3.69 3.34
1
5.18 4.21 3.49 2.96 2.54 2.19
5.10 4.55 4.08 3.69 3.34
(
∆
4200 4500 4800 5100 5400 5700 6000 6300
/
1
3.86 3.49 3.17 2.89 2.64 2.42 2.23
(
∆
P U R L I N & G I R T D E S I G N M A N U A L
1 2.0 2.6 3.4 4.3 5.4 6.7 8.3 10.0
5.62 4.78 4.10 3.55 3.11 2.73 2.42
1
2
4.86 4.06 3.43 2.92
Alll spans Al spans exceed exceed standards standards delivery deliver y lengt length of 12m
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.28 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 250LC/250Z
span (mm)
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
3600 3900
28.95 22.77
0.8 1.1
4200 4500 4800 5100 5400 5700 6000 6300
18.23 14.82 12.21 10.18 8.58 7.29 6.25 5.40
1.5 2.0 2.6 3.3 4.2 5.2 6.4 7.8
5.68 4.87 4.21 3.68 3.24 2.87 2.56
4.64 4.28 3.95
(
∆
/
1
4.48 3.78 3.20 2.70
5.06 4.64 4.28 3.95
5400 5700 6000 6300
11.01 9.36 8.03 6.93
1
3.3 4.1 5.0 6.1
4.24 3.70 3.26 2.89
1
3
4.79 3.99 3.35
Alll spans Al spans exceed exceed st standa andards rds delivery deliver y lengt length of 12m
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
72
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.29
Three Continuous Spans 300LC
span (mm)
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
/
1
3300 3600 3900
85.47 65.83 51.78
0.3 0.4 0.5
4200 4500 4800 5100 5400 5700 6000 6300
41.46 33.71 27.77 23.16 19.51 16.59 14.22 12.29
0.7 0.9 1.2 1.5 1.8 2.3 2.8 3.4
10.90 9.18 7.81 6.72 5.82 5.07 4.45
10.11 9.30 8.57 7.93 7.34
(
∆
10.12 9.30 8.57 7.93 7.34
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
1
3300 3600 3900
109.85 84.61 66.55
0.2 0.3 0.4
4200 4500 4800 5100 5400 5700 6000 6300
53.28 43.32 35.69 29.76 25.07 21.32 18.27 15.79
0.5 0.7 0.9 1.1 1.4 1.8 2.2 2.7
1
5
P U R L I N & G I R T D E S I G N M A N U A L
9.37 7.97 6.84 5.94 5.19
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.30 P U R L I N & G I R T D E S I G N M A N U A L
Three Continuous Spans 350LC
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
2400 2700 3000 3300 3600 3900
466.57 327.69 238.88 179.48 138.24 108.73
0.0 0.1 0.1 0.1 0.2 0.2
4200 4500 4800 5100 5400 5700 6000 6300
87.05 70.78 58.32 48.62 40.96 34.83 29.86 25.79
0.3 0.42 0.55 0.70 0.88 1.09 1.34 1.63
7.84
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
74
span (mm)
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.31
Three Continuous Spans 400LC
span (mm)
span (mm)
span (mm)
Limit State Capacity Tables overall purlin length = 3 x span + 70mm
(
∆
/
1
2400 2700 3000 3300 3600 3900
574.76 403.66 294.28 221.08 170.30 133.95
0.0 0.0 0.1 0.1 0.1 0.2
4200 4500 4800 5100 5400 5700 6000 6300
107.24 87.19 71.85 59.90 50.46 42.90 36.78 31.78
0.3 0.34 0.45 0.57 0.71 0.89 1.09 1.32
P U R L I N & G I R T D E S I G N M A N U A L
8.22 7.16
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.32 P U R L I N & G I R T D E S I G N M A N U A L
Three Lapped Spans 100Z Limit State Capacity Tables
span (mm)
(
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200
6.73 4.51 3.17 2.31 1.73 1.34 1.05 0.84 0.68 0.56 0.47 0.40 0.34 0.29 0.25 0.22 0.19 0.17
1 2.1 3.6 5.7 8.7 12.7 18.0 24.8 33.3 43.9 56.8 72.3 90.9 113.1 138.9 168.7 202.8 242.1 287.4
5.78 4.78 3.67 2.89 2.31 1.86 1.52 1.25 1.04 0.87 0.74 0.63 0.53 0.46 0.40
2 5.78 4.72 3.31 2.35 1.71 1.28 1.00 0.79 0.62 0.49
3.87 3.14 2.59 2.18 1.86 1.60 1.39 1.22 1.09 0.97 0.87 0.78 0.71 0.65 0.59 0.52
2.18 1.86 1.60 1.39 1.20 1.01 0.84 0.70 0.59 0.50 0.43
1 0.8 1.4 2.2 3.4 4.9 7.0 9.6 12.9 17.1 22.1 28.1 35.4 43.9 53.9 65.5 78.9 94.3 111.9 131.6 153.8 178.8 207.4 238.7 272.7 311.6 353.6 400.0
9.75 7.37 5.75 4.61 3.77 3.13 2.64 2.25 1.94 1.68 1.47 1.29 1.15 1.02 0.91 0.82 0.73 0.66 0.60 0.54 0.50 0.45 0.41
8.93 7.38 6.20 5.27 4.47 3.83 3.32 2.90 2.55 2.26 2.01 1.80 1.62 1.46 1.33 1.21 1.10 1.01 0.92 0.85 0.78 0.72 0.66 0.61
2
3.97 3.49 3.09 2.76 2.47 2.23 2.02 1.84 1.69 1.54 1.40 1.27 1.16 1.06 0.97 0.89 0.82 0.75 0.69
3
1
8.99 6.65 4.87 3.66 2.82 2.22 1.78 1.45 1.20 1.00 0.85 0.73 0.63 0.55 0.48 0.42 1.43 1.32 1.23 1.14 1.05 0.97 0.89 0.82 0.76
8.93 7.10 5.65 4.55 3.71 3.04 2.48 2.03 1.68 1.40 1.18 1.00 0.86 0.74 0.65 0.57 0.50 0.44
2
7.38 6.20 5.28 4.52 3.79 3.20 2.72 2.32 1.99 1.72 1.48 1.27 1.09 0.95 0.83 0.72 0.64 0.56 0.50 0.45 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
76
overall purlin length = span + 70mm + (lap/2)
(
/
3
1.23 1.09 0.97 0.87 0.76 0.66 0.57 0.49 0.43
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800
8.53 5.72 4.01 2.93 2.20 1.69 1.33 1.07 0.87 0.71 0.60 0.50 0.43 0.37 0.32 0.28 0.24 0.21 0.19 0.17
1 1.6 2.8 4.5 6.8 10.0 14.2 19.5 26.3 34.6 44.8 57.0 71.7 89.0 109.3 132.9 160.0 190.9 226.4 267.4 313.3
7.34 5.49 4.24 3.35 2.69 2.19 1.81 1.52 1.28 1.09 0.93 0.80 0.69 0.59 0.52 0.45
8.28 6.34 5.01 4.05 3.35 2.82 2.40 2.07 1.80 1.58 1.40 1.25 1.12 1.01 0.90 0.80 0.70 0.63 0.57 0.51
2
3
1 8.26 5.68 4.15 3.02 2.27 1.70 1.29 0.99 0.78 0.62 0.50 0.40
0.92 0.84 0.77 0.70 0.65 0.59
0.60
6.34 5.01 4.05 3.30 2.55 2.07 1.67 1.36 1.11 0.92 0.76 0.63 0.52 0.44
2
2.82 2.40 2.07 1.76 1.44 1.23 1.05 0.90 0.77 0.66 0.57 0.49 0.43
3
1.81 1.59 1.41 1.24 1.08 0.91 0.80 0.71 0.62 0.55 0.48 0.43
(
/ 17.31 11.59 8.14 5.94 4.46 3.44 2.70 2.16 1.76 1.45 1.21 1.02 0.87 0.74 0.64 0.56 0.49 0.43 0.38 0.34 0.30 0.27 0.24 0.22 0.20 0.18 0.17
3.87 3.14 2.59 2.12 1.69 1.32 1.05 0.85 0.69 0.57 0.48 0.41
2
0.54
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900
span (mm)
∆
1
end span
span (mm) lap la p
∆
/
overall purlin length = span + 70mm + lap l ap
end span
3
3.97 3.49 3.09 2.68 2.32 2.03 1.78 1.57 1.38 1.22 1.09 0.96 0.84 0.75 0.66 0.59 0.53 0.48 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.32 overall purlin length = span + 70mm + lap l ap
end span
Three Lapped Spans 100Z Limit State Capacity Tables
span (mm)
(
/ 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400
10.88 7.29 5.12 3.73 2.81 2.16 1.70 1.36 1.11 0.91 0.76 0.64 0.54 0.47 0.40 0.35 0.31 0.27 0.24 0.21 0.19 0.17
1 1.29 2.19 3.52 5.36 7.84 11.11 15.30 20.59 27.12 35.13 44.74 56.25 69.85 85.65 104.22 125.36 149.84 177.78 209.21 245.28 284.21 329.41
9.31 10.61 6.91 8.12 5.31 6.42 4.18 5.20 3.34 4.30 2.72 3.61 2.24 3.08 1.86 2.65 1.56 2.31 1.33 2.03 1.13 1.80 0.97 1.60 0.84 1.42 0.73 1.27 0.63 1.14 0.55 1.02 0.49 0.92 0.43 0.83 0.75 0.68 0.62 0.56
2
1.30 1.18 1.07 0.98 0.90 0.83 0.75 0.69 0.63
span (mm)
span (mm)
lap la p
∆
3 10.53 7.59 5.53 4.06 2.95 2.18 1.65 1.28 1.01 0.80 0.65 0.54 0.45 0.37 0.32 0.27 0.23 0.20 0.18 0.77 0.16 0.71 0.14 0.66 0.12
overall purlin length = span + 70mm + (lap/2)
(
∆
1
8.12 6.42 5.20 4.23 3.41 2.77 2.26 1.84 1.49 1.20 0.98 0.81 0.68 0.57 0.48 0.41
2
3.61 3.08 2.65 2.26 1.93 1.65 1.41 1.21 1.04 0.89 0.75 0.64 0.55 0.48 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
2.31 2.03 1.80 1.59 1.39 1.23 1.08 0.95 0.84 0.74 0.65 0.58 0.50 0.44
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000
13.75 9.21 6.47 4.72 3.54 2.73 2.15 1.72 1.40 1.15 0.96 0.81 0.69 0.59 0.51 0.44 0.39 0.34 0.30 0.27 0.24 0.22 0.19 0.18
end span
1 1.0 1.7 2.8 4.2 6.2 8.8 12.1 16.3 21.5 27.8 35.4 44.5 55.2 67.8 82.5 99.3 118.6 140.8 165.6 194.0 225.0 260.5 300.5 342.9
11.24 8.23 6.21 4.84 3.86 3.15 2.60 2.18 1.84 1.57 1.35 1.17 1.02 0.89 0.79 0.70 0.62 0.55 0.49 0.44
10.91 8.62 6.98 5.77 4.85 4.13 3.56 3.07 2.66 2.33 2.05 1.82 1.62 1.45 1.31 1.18 1.06 0.96 0.87 0.79 0.72 0.66 0.60
2
2.73 2.42 2.16 1.93 1.75 1.58 1.44 1.32 1.19 1.08 0.98 0.90 0.82 0.75 0.69
3
1.12 1.03 0.96 0.88 0.81 0.75
1
9.77 10.91 7.04 8.62 5.10 6.98 3.71 5.52 2.76 4.42 2.11 3.56 1.64 2.88 1.31 2.34 1.05 1.88 0.86 1.52 0.71 1.25 0.60 1.04 0.51 0.87 0.44 0.73 0.63 0.54 0.46 0.40
2
5.77 4.85 4.13 3.50 2.95 2.50 2.12 1.81 1.55 1.32 1.12 0.95 0.82 0.71 0.61 0.53 0.47 0.41
3
P U R L I N & G I R T D E S I G N M A N U A L
3.11 2.73 2.40 2.08 1.81 1.59 1.39 1.22 1.07 0.95 0.83 0.73 0.64 0.56 0.50 0.44
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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77
10.33 P U R L I N & G I R T D E S I G N M A N U A L
Three Lapped Spans 150Z Limit State Capacity Tables
/ 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100
9.14 6.87 5.29 4.16 3.33 2.71 2.23 1.86 1.57 1.33 1.14 0.99 0.86 0.75 0.66 0.59 0.52 0.46 0.42 0.38 0.34 0.31 0.28 0.25 0.23 0.21 0.20 0.18
span (mm)
1 2.2 3.2 4.5 6.2 8.4 11.1 14.3 18.3 23.0 28.5 35.0 42.6 51.2 61.3 72.6 85.5 100.0 116.4 134.6 154.7 177.0 202.0 229.4 259.8 291.8 328.6 367.3 411.1
5.67 5.01 4.24 3.50 2.94 2.50 2.14 1.85 1.61 1.41 1.25 1.10 0.98 0.88 0.78 0.70 0.63 0.57 0.52 0.47 0.43
4.45 3.98 3.58 3.24 2.94 2.60 2.32 2.08 1.88 1.71 1.55 1.42 1.31 1.20 1.11 1.03 0.96 0.89 0.84 0.78 0.72 0.67 0.62 0.57 0.53 0.49
2 5.67 5.01 4.45 3.82 3.00 2.39 1.93 1.58 1.30 1.10 0.92 0.77 0.65 0.55 0.47 0.41
0.73 0.69 0.65 0.61 0.58 0.55
3.98 3.58 3.24 2.94 2.59 2.23 1.89 1.60 1.37 1.17 1.01 0.87 0.76 0.67 0.58 0.52 0.46 0.41
2
2.32 2.08 1.88 1.71 1.55 1.41 1.26 1.12 0.99 0.87 0.77 0.69 0.61 0.55 0.49 0.44 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
78
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
1
/
3
1.31 1.21 1.11 1.03 0.96 0.88 0.80 0.72 0.65 0.59 0.54 0.49 0.44 0.40
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700
11.65 8.76 6.74 5.30 4.25 3.45 2.85 2.37 2.00 1.70 1.46 1.26 1.09 0.96 0.84 0.75 0.66 0.59 0.53 0.48 0.43 0.39 0.36 0.32 0.30 0.27 0.25 0.23 0.21 0.20
end span
span (mm) lap la p
(
∆
overall purlin length = span + 70mm + lap l ap
end span
1 1.7 2.5 3.6 4.9 6.6 8.7 11.2 14.3 18.0 22.4 27.5 33.4 40.2 48.0 56.9 67.0 78.4 91.2 105.5 121.3 138.9 158.6 179.8 203.7 229.7 257.4 288.0 321.7 358.5 398.0
7.34 5.88 4.81 4.01 3.38 2.89 2.49 2.17 1.90 1.67 1.48 1.31 1.17 1.04 0.93 0.84 0.75 0.68 0.62 0.56 0.51 0.46 0.42
7.90 6.64 5.65 4.88 4.25 3.73 3.31 2.95 2.65 2.39 2.17 1.97 1.81 1.66 1.51 1.38 1.27 1.17 1.08 0.99 0.92 0.85 0.79 0.73 0.68 0.63 0.59 0.54 0.51
2
1.41 1.31 1.22 1.14 1.06 1.00 0.93 0.88 0.83 0.78 0.74 0.69 0.64 0.60
3
1
7.56 5.97 4.71 3.68 3.00 2.47 2.03 1.67 1.37 1.14 0.96 0.81 0.69 0.59 0.51 0.44
0.66 0.63
7.90 6.64 5.65 4.88 4.25 3.71 3.16 2.71 2.33 1.99 1.67 1.45 1.27 1.12 0.98 0.86 0.75 0.66 0.58 0.51 0.45 0.40
2
3.31 2.95 2.65 2.39 2.17 1.94 1.72 1.53 1.37 1.22 1.08 0.95 0.85 0.77 0.69 0.63 0.57 0.52 0.47 0.43
3
1.98 1.81 1.66 1.53 1.42 1.29 1.17 1.07 0.97 0.89 0.81 0.73 0.66 0.60 0.55 0.50 0.47 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.33 overall purlin length = span + 70mm + lap l ap
end span
Three Lapped Spans 150Z Limit State Capacity Tables
span (mm)
(
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
14.71 11.05 8.51 6.70 5.36 4.36 3.59 3.00 2.52 2.15 1.84 1.59 1.38 1.21 1.06 0.94 0.84 0.75 0.67 0.60 0.55 0.49 0.45 0.41 0.37 0.34 0.32 0.29 0.27 0.25 0.23
1.36 1.99 2.82 3.88 5.22 6.88 8.91 11.35 14.27 17.72 21.75 26.43 31.84 38.05 45.11 53.08 62.13 72.29 83.58 96.19 110.09 125.51 142.54 161.37 181.82 204.08 228.57 255.17 283.58 314.52 347.83
12300 12600 12900
0.21 0.20 0.19
384.98 422.11 464.86
7.27 5.87 4.82 4.01 3.39 2.90 2.50 2.18 1.91 1.69 1.50 1.34 1.20 1.08 0.97 0.88 0.80 0.73 0.67 0.61 0.56 0.51 0.47 0.44 0.40
2
span (mm)
span (mm)
lap la p
∆
3
6.35 5.01 4.00 3.22 2.60 2.13 1.76 1.46 1.23 1.04 0.89 0.77 0.67 0.58 0.51 0.45
5.84 5.11 4.47 3.94 3.50 3.13 2.81 2.54 2.30 2.09 1.91 1.75 1.61 1.48 1.37 1.27 1.18 1.09 1.02 0.95 0.88 0.82 0.77 0.72 0.67 0.62
4.05 3.64 3.28 2.98 2.71 2.48 2.28 2.10 1.94 1.80 1.68 1.56 1.46 1.35 1.26 1.17 1.09 1.02 0.95 0.89 0.84 0.78 0.74
1.28 1.21 1.14 1.07 1.02 0.96 0.90 0.85 0.80
0.58 0.54 0.51
0.69 0.65 0.62
0.75 0.71 0.67
overall purlin length = span + 70mm + (lap/2)
(
∆
1
5.67 4.83 4.15 3.58 3.11 2.69 2.31 1.98 1.71 1.48 1.28 1.11 0.97 0.85 0.75 0.66 0.59 0.52 0.47 0.42
2
5.84 5.13 4.54 4.05 3.63 3.20 2.84 2.53 2.26 2.02 1.82 1.64 1.47 1.31 1.16 1.04 0.93 0.84 0.75 0.67 0.61 0.55 0.50 0.45 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
3.29 2.98 2.72 2.49 2.26 2.04 1.85 1.69 1.54 1.41 1.29 1.18 1.08 0.99 0.91 0.82 0.75 0.68 0.63 0.57 0.53 0.48 0.44 0.40
end span
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
19.01 14.28 11.00 8.65 6.93 5.63 4.64 3.87 3.26 2.77 2.38 2.05 1.79 1.56 1.38 1.22 1.08 0.97 0.87 0.78 0.70 0.64 0.58 0.53 0.48 0.44 0.41 0.38 0.35 0.32 0.30
1.1 1.5 2.2 3.0 4.0 5.3 6.9 8.8 11.0 13.7 16.8 20.5 24.6 29.4 34.9 41.1 48.1 55.9 64.7 74.4 85.2 97.2 110.3 124.8 140.5 158.0 176.9 197.3 219.7 243.8 269.4
12300 12600 12900 13200 13500 13800
0.28 0.26 0.24 0.22 0.21 0.20
297.1 326.8 359.8 394.6 430.6 471.8
6.79 5.56 4.63 3.91 3.35 2.89 2.53 2.22 1.97 1.75 1.57 1.41 1.27 1.16 1.05 0.96 0.88 0.81 0.74 0.69 0.63 0.59 0.54 0.51 0.47 0.44 0.41
2
3
4.67 4.16 3.72 3.34 3.02 2.74 2.50 2.28 2.10 1.93 1.78 1.64 1.52 1.41 1.30 1.20 1.12 1.04 0.97 0.90 0.84 0.78
4.52 4.10 3.74 3.42 3.14 2.90 2.68 2.48 2.31 2.14 1.98 1.84 1.71 1.59 1.49 1.39 1.30 1.21 1.14 1.07 1.00
1.89 1.77 1.66 1.57 1.48 1.40 1.32 1.25 1.18 1.11
0.73 0.69 0.64 0.60 0.57 0.53
0.94 0.88 0.83 0.78 0.74 0.70
1.04 0.98 0.92 0.87 0.82 0.78
1
5.15 4.12 3.34 2.74 2.27 1.90 1.61 1.37 1.18 1.02 0.89 0.78 0.69 0.61 0.54 0.48 0.43
4.85 4.18 3.61 3.05 2.60 2.22 1.91 1.66 1.44 1.26 1.11 0.98 0.87 0.78 0.69 0.62 0.56 0.51 0.46 0.42
2
3
4.44 3.92 3.47 3.08 2.75 2.46 2.21 1.97 1.74 1.54 1.36 1.22 1.09 0.97 0.88 0.79 0.72 0.65 0.59 0.54 0.49
4.53 4.11 3.74 3.43 3.14 2.83 2.55 2.31 2.10 1.91 1.74 1.59 1.46 1.34 1.21 1.09 0.99 0.90 0.82 0.74 0.68
0.45 0.41
0.62 0.57 0.53 0.48 0.45 0.41
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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79
10.34 P U R L I N & G I R T D E S I G N M A N U A L
Three Lapped Spans 200Z Limit State Capacity Tables
span (mm)
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
24.51 18.41 14.18 11.16 8.93 7.26 5.98 4.99 4.20 3.57 3.06 2.65 2.30 2.01 1.77 1.57 1.40 1.25 1.12 1.01 0.91 0.82 0.75 0.68 0.62 0.57 0.53 0.48 0.45 0.41 0.38
0.8 1.2 1.7 2.3 3.1 4.1 5.3 6.8 8.6 10.6 13.1 15.9 19.1 22.8 27.1 31.9 37.3 43.4 50.2 57.7 66.1 75.3 85.6 96.8 109.0 122.4 137.1 152.9 170.0 188.9 208.9
12300 12600 12900 13200 13500 13800 14100
0.36 0.33 0.31 0.29 0.27 0.25 0.24
230.3 253.8 279.2 305.6 334.6 365.1 398.3
8.52 7.58 6.78 5.64 4.71 3.99 3.42 2.96 2.58 2.27 2.01 1.79 1.60 1.40 1.27 1.15 1.05 0.96 0.88 0.81 0.75 0.69 0.64 0.59 0.55 0.51 0.47 0.44 0.41
2 8.53 7.57 6.78 6.11 5.53 5.03 4.34 3.56 2.94 2.46 2.07 1.76 1.47 1.28 1.12 0.98 0.87 0.76 0.67 0.59 0.52 0.46 0.41
6.11 5.53 5.03 4.59 4.21 3.87 3.56 3.22 2.92 2.66 2.43 2.23 2.06 1.90 1.77 1.64 1.53 1.43 1.34 1.25 1.17 1.09 1.02 0.96 0.90 0.85 0.80 0.75
1.05 0.99 0.94 0.89 0.85 0.80
0.70 0.66 0.62 0.58 0.54 0.51 0.48
0.77 0.73 0.70 0.67 0.64 0.61 0.58
4.59 4.21 3.87 3.56 3.22 2.89 2.56 2.27 1.98 1.73 1.52 1.34 1.18 1.05 0.94 0.84 0.75 0.66 0.60 0.55 0.50 0.46 0.42
2
2.66 2.43 2.23 2.06 1.90 1.77 1.63 1.49 1.36 1.24 1.12 1.01 0.92 0.83 0.76 0.69 0.63 0.58 0.53 0.49 0.45 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
80
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
1
/
3
1.53 1.43 1.34 1.26 1.18 1.12 1.04 0.96 0.90 0.83 0.77 0.71 0.65 0.60 0.55 0.51 0.48 0.44 0.41
end span
span (mm) lap la p
(
∆
overall purlin length = span + 70mm + lap l ap
end span
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
32.66 24.54 18.90 14.87 11.90 9.68 7.97 6.65 5.60 4.76 4.08 3.53 3.07 2.68 2.36 2.09 1.86 1.66 1.49 1.34 1.21 1.10 1.00 0.91 0.83 0.76 0.70 0.65 0.60 0.55 0.51
0.6 0.9 1.3 1.7 2.4 3.1 4.0 5.1 6.4 8.0 9.8 11.9 14.3 17.1 20.3 23.9 28.0 32.5 37.6 43.3 49.6 56.6 64.2 72.6 81.8 91.9 102.9 114.7 127.7 141.6 156.9
12300 12600 12900 13200 13500 13800 14100 14400
0.47 0.44 0.41 0.38 0.36 0.34 0.32 0.30
173.0 190.5 209.2 229.8 251.4 273.8 298.4 325.4
6.02 5.06 4.32 3.73 3.24 2.85 2.52 2.24 2.01 1.81 1.63 1.47 1.34 1.22 1.11 1.02 0.94 0.86 0.80 0.74 0.68 0.63 0.59 0.55 0.51 0.48 0.45 0.42
2
3.96 3.63 3.30 3.00 2.74 2.51 2.31 2.13 1.97 1.82 1.69 1.57 1.46 1.36 1.27 1.18 1.11 1.03 0.94
3.07 2.84 2.63 2.45 2.28 2.13 2.00 1.87 1.76 1.66 1.57 1.48 1.40 1.33 1.26 1.20
0.89 0.84 0.79 0.74 0.70 0.66 0.63 0.60
1.14 1.09 1.03 0.97 0.92 0.87 0.82 0.78
3
4.91 4.13 3.50 2.99 2.53 2.16 1.86 1.60 1.38 1.19 1.04 0.91 0.80 0.71 0.63 0.56 0.50 0.45 0.41
1
2
3
4.15 3.65 3.21 2.79 2.38 2.11 1.88 1.68 1.51 1.36 1.22 1.09 0.98 0.89 0.80 0.73 0.66 0.59 0.54 0.49
3.96 3.63 3.33 3.07 2.84 2.60 2.35 2.13 1.94 1.76 1.59 1.39 1.27 1.16 1.07 0.98 0.90 0.83 0.77
2.45 2.28 2.13 2.00 1.88 1.75 1.62 1.49 1.38 1.28 1.18 1.09 1.00
0.71 0.65 0.60 0.56 0.51 0.48 0.44 0.41
0.90 0.83 0.77 0.72 0.67 0.63 0.59 0.55
0.45 0.41 0.95 0.91 0.87 0.83
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.34 overall purlin length = span + 70mm + lap l ap
end span
Three Lapped Spans 200Z Limit State Capacity Tables
span (mm)
span (mm) lap la p
end span
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
12.26 10.10 8.42 7.09 6.03 5.17 4.47 3.89 3.40 2.99 2.65 2.35 2.10 1.88 1.70 1.53 1.39 1.26 1.15 1.05 0.97 0.89 0.82 0.75 0.70 0.65
2.4 3.2 4.0 5.1 6.3 7.7 9.4 11.3 13.5 16.0 18.9 22.1 25.7 29.7 34.2 39.2 44.6 50.7 57.3 64.6 72.5 81.2 90.6 100.8 111.9 123.8
5.96 5.05 4.33 3.75 3.28 2.89 2.57 2.29 2.06 1.86 1.68 1.53 1.40 1.28 1.18 1.08 1.00 0.93 0.86 0.80 0.75 0.70 0.65 0.61 0.57 0.54
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100
0.60 0.56 0.52 0.49 0.45 0.43 0.40 0.37 0.35 0.33 0.31 0.29 0.28 0.26 0.25 0.24 0.22
136.7 150.5 165.4 181.1 198.2 216.5 236.2 256.7 278.4 302.1 326.9 353.7 381.3 410.6 441.8 474.6 511.2
0.50 0.47 0.45 0.42
2
3
3.83 3.50 3.21 2.95 2.72 2.51 2.32 2.15 2.00 1.86 1.73 1.62 1.51 1.41 1.32 1.24
2.99 2.79 2.60 2.43 2.27 2.13 2.00 1.88 1.77 1.67 1.58
2.33 2.20 2.08 1.97 1.86 1.77 1.68
1.16 1.09 1.03 0.97 0.91 0.86 0.82 0.77 0.73 0.69 0.66 0.63 0.60 0.57 0.54 0.51 0.49
1.49 1.41 1.34 1.27 1.20 1.14 1.08 1.03 0.98 0.93 0.89 0.84 0.80 0.76 0.72 0.69 0.65
1.60 1.51 1.44 1.37 1.30 1.24 1.18 1.13 1.08 1.03 0.98 0.94 0.89 0.85 0.82 0.78 0.74
4.71 3.97 3.34 2.83 2.41 2.07 1.79 1.56 1.36 1.20 1.06 0.94 0.83 0.75 0.67 0.60 0.55 0.50 0.45 0.41
1
2
3
3.39 2.97 2.61 2.31 2.05 1.83 1.64 1.46 1.31 1.17 1.05 0.95 0.86 0.78 0.71 0.65
3.13 2.85 2.61 2.39 2.17 1.98 1.80 1.63 1.48 1.35 1.23 1.13 1.04
2.94 2.71 2.50 2.31 2.14 1.99 1.85 1.72 1.60 1.48 1.37
0.59 0.54 0.50 0.46 0.42
0.96 0.88 0.81 0.74 0.68 0.63 0.58 0.54 0.50 0.46 0.43 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
1.28 1.18 1.09 1.01 0.93 0.87 0.80 0.75 0.70 0.65 0.61 0.57 0.53 0.50 0.46 0.43 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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81
10.35 P U R L I N & G I R T D E S I G N M A N U A L
Three Lapped Spans 250Z Limit State Capacity Tables
span (mm)
span (mm) lap la p
end span
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
31.08 24.45 19.57 15.92 13.11 10.93 9.21 7.83 6.71 5.80 5.05 4.42 3.89 3.44 3.06 2.73 2.45 2.20 1.99 1.80 1.64 1.50 1.37 1.25 1.15 1.06 0.98 0.91 0.84
0.8 1.1 1.4 1.9 2.4 3.1 3.9 4.9 6.0 7.2 8.7 10.4 12.4 14.5 17.0 19.8 22.9 26.3 30.2 34.4 39.0 44.1 49.7 55.9 62.6 69.8 77.6 86.2 95.4
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800
0.78 0.73 0.68 0.63 0.59 0.55 0.52 0.49 0.46 0.43 0.41 0.38 0.36 0.34 0.32 0.31
105.3 115.9 127.2 139.5 152.8 166.7 181.8 197.5 214.4 232.6 251.9 272.3 293.6 316.7 340.6 366.0
5.34 4.59 3.99 3.50 3.09 2.75 2.46 2.21 1.99 1.81 1.65 1.50 1.38 1.26 1.16 1.07 0.99 0.91 0.84 0.78 0.73 0.68 0.63 0.59 0.55 0.51 0.48 0.45 0.42
2
3.47 3.22 2.99 2.76 2.55 2.36 2.18 2.01 1.87 1.73 1.61 1.46 1.36 1.28 1.20
2.44 2.29 2.15 2.03 1.91 1.81 1.71 1.62 1.54 1.47
1.13 1.06 1.00 0.94 0.89 0.84 0.79 0.75 0.71 0.67 0.64 0.60 0.57 0.55 0.52 0.49
1.39 1.33 1.27 1.21 1.16 1.11 1.06 1.01 0.96 0.91 0.85 0.81 0.76 0.72 0.66 0.62
3
4.43 3.76 3.20 2.71 2.32 2.00 1.74 1.51 1.31 1.15 1.01 0.89 0.79 0.70 0.63 0.56 0.51 0.46 0.41
1
2
3
3.60 3.06 2.70 2.39 2.13 1.90 1.71 1.54 1.38 1.24 1.11 1.00 0.91 0.82 0.75 0.68 0.62
3.47 3.22 2.99 2.78 2.53 2.27 2.04 1.79 1.63 1.48 1.36 1.24 1.14 1.05 0.97
2.61 2.44 2.29 2.16 2.03 1.92 1.80 1.67 1.53 1.40 1.25
0.57 0.52 0.47 0.43
0.94 0.90 0.87 0.84 0.81 0.78 0.75
0.89 0.82 0.76 0.70 0.64 0.60 0.55 0.51 0.48 0.44 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
82
overall purlin length = span + 70mm + lap l ap
end span
1.15 1.07 0.99 0.92 0.85 0.80 0.74 0.69 0.65 0.61 0.57 0.54 0.50 0.47 0.44 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.35 overall purlin length = span + 70mm + lap l ap
end span
Three Lapped Spans 250Z Limit State Capacity Tables
span (mm)
span (mm) lap la p
end span
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
2
3
5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
10.23 8.77 7.58 6.59 5.77 5.08 4.49 3.99 3.57 3.20 2.88 2.60 2.36 2.14 1.95 1.79 1.64 1.50 1.39 1.28 1.18 1.10
3.7 4.6 5.5 6.7 8.0 9.5 11.1 13.0 15.1 17.5 20.2 23.1 26.3 29.9 33.8 38.1 42.8 47.9 53.4 59.4 65.9 72.9
4.05 3.57 3.16 2.82 2.53 2.28 2.06 1.88 1.71 1.57 1.44 1.32 1.22 1.13 1.05 0.97 0.91 0.85 0.79 0.74 0.69 0.65
2.79 2.58 2.39 2.22 2.06 1.92 1.79 1.68 1.57
2.38 2.24 2.11
2.16
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
1.02 0.95 0.88 0.82 0.77 0.72 0.68 0.64 0.60 0.56 0.53 0.50 0.47 0.45 0.42 0.40 0.38 0.36 0.34 0.33
80.6 0.61 88.7 0.57 97.4 0.54 106.8 0.51 116.9 0.48 127.6 0.45 139.1 0.43 151.2 0.40 164.4 178.3 192.8 208.4 225.1 242.2 260.7 280.0 300.8 322.2 345.0 369.2
1.48 1.39 1.31 1.23 1.16 1.10 1.04 0.98 0.93 0.88 0.84 0.79 0.75 0.71 0.68 0.64 0.61 0.58 0.55 0.53
2.00 1.89 1.79 1.69 1.60 1.52 1.44 1.37 1.30 1.23 1.17 1.10 1.05 0.99 0.94 0.89 0.84 0.80 0.75 0.72
2.05 1.96 1.87 1.78 1.70 1.63 1.56 1.50 1.44 1.38 1.32 1.26 1.20 1.15 1.09 1.04 1.00 0.95 0.91 0.87
4.30 3.63 3.09 2.65 2.28 1.98 1.73 1.51 1.33 1.18 1.05 0.93 0.84 0.75 0.68 0.61 0.56 0.51 0.46 0.42
1
2
3
3.01 2.67 2.38 2.11 1.87 1.67 1.50 1.35 1.21 1.10 0.99 0.90 0.82
2.61 2.35 2.13 1.93 1.76 1.61 1.47 1.35
2.48 2.30 2.13 1.97 1.82
0.75 0.69 0.63 0.58 0.53 0.49 0.45 0.42
1.23 1.13 1.03 0.95 0.87 0.81 0.74 0.69 0.64 0.59 0.55 0.51 0.48 0.44 0.41
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
1.67 1.54 1.42 1.31 1.22 1.13 1.05 0.98 0.91 0.84 0.79 0.73 0.68 0.64 0.59 0.56 0.52 0.49 0.46 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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83
10.36 P U R L I N & G I R T D E S I G N M A N U A L
Four Lapped Spans 100Z
span (mm)
Limit State Capacity Tables
(
/ 7.37 4.94 3.47 2.53 1.90 1.46 1.15 0.92 0.75 0.62 0.52 0.43 0.37 0.32 0.27 0.24 0.21 0.18
1 1.9 3.2 5.2 7.9 11.6 16.4 22.6 30.4 40.1 51.9 66.0 82.9 103.0 126.6 153.8 185.7 221.2 262.3
5.42 4.45 3.62 2.86 2.31 1.88 1.54 1.28 1.08 0.92 0.78 0.67 0.58 0.51 0.44
5.42 4.45 3.43 2.45 1.79 1.34 1.03 0.82 0.66 0.52 0.42
3.72 3.04 2.51 2.11 1.80 1.55 1.35 1.19 1.05 0.94 0.84 0.76 0.69 0.63 0.57 0.52
1.80 1.55 1.35 1.19 1.01 0.86 0.72 0.61 0.52 0.44
1 0.7 1.3 2.0 3.1 4.5 6.4 8.8 11.8 15.6 20.2 25.7 32.3 40.1 49.2 59.8 72.0 86.0 102.1 120.2 140.5 163.6 189.2 217.2 249.0 284.4 323.2 364.6 412.1
9.80 7.40 5.78 4.63 3.79 3.15 2.66 2.27 1.95 1.70 1.49 1.31 1.16 1.04 0.93 0.84 0.76 0.68 0.62 0.57 0.52 0.48 0.44 0.40
8.65 7.15 6.01 5.11 4.39 3.76 3.26 2.84 2.50 2.21 1.97 1.76 1.58 1.42 1.29 1.17 1.07 0.97 0.89 0.82 0.75 0.69 0.64 0.59 0.54
2
3.84 3.38 2.99 2.67 2.40 2.16 1.96 1.79 1.63 1.48 1.34 1.22 1.11 1.01 0.93 0.85 0.78 0.72 0.67 0.62
3
1
9.10 6.80 5.11 3.86 2.98 2.35 1.88 1.54 1.27 1.06 0.90 0.77 0.67 0.58 0.51 0.45 1.38 1.28 1.19 1.10 1.01 0.93 0.85 0.79 0.73 0.67
8.65 7.09 5.67 4.59 3.76 3.10 2.58 2.13 1.76 1.47 1.24 1.06 0.91 0.79 0.68 0.60 0.53 0.47 0.42
2
6.01 5.11 4.41 3.77 3.19 2.72 2.33 2.01 1.74 1.51 1.31 1.13 0.98 0.86 0.75 0.66 0.59 0.52 0.47 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
84
span (mm) overall purlin length = span + 70mm + (lap/2)
(
/
3
1.05 0.94 0.84 0.76 0.66 0.58 0.51 0.44
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800
9.35 6.26 4.40 3.21 2.41 1.86 1.46 1.17 0.95 0.78 0.65 0.55 0.47 0.40 0.35 0.30 0.26 0.23 0.21 0.18
1 1.5 2.6 4.1 6.2 9.1 12.9 17.8 24.0 31.6 40.9 52.1 65.5 81.4 99.8 121.4 146.2 174.2 206.9 243.9 285.7
7.19 5.38 4.16 3.30 2.67 2.18 1.81 1.52 1.29 1.11 0.96 0.83 0.73 0.64 0.56 0.49 0.44
8.00 6.14 4.85 3.93 3.25 2.73 2.32 2.00 1.75 1.54 1.36 1.21 1.09 0.98 0.87 0.78 0.68 0.61 0.56 0.50
2
3
1 8.00 5.84 4.18 3.10 2.33 1.79 1.37 1.06 0.83 0.66 0.53 0.43
0.81 0.74 0.68 0.63 0.57
0.58
6.14 4.85 3.93 3.25 2.63 2.07 1.70 1.39 1.14 0.95 0.79 0.66 0.55 0.47
2
2.73 2.32 2.00 1.75 1.48 1.22 1.05 0.91 0.78 0.67 0.58 0.51 0.44
3
1.54 1.36 1.21 1.07 0.94 0.80 0.71 0.63 0.56 0.49 0.44
(
/ 18.96 12.70 8.92 6.50 4.89 3.76 2.96 2.37 1.93 1.59 1.32 1.12 0.95 0.81 0.70 0.61 0.54 0.47 0.42 0.37 0.33 0.30 0.27 0.24 0.22 0.20 0.18 0.17
3.72 3.04 2.51 2.11 1.71 1.37 1.09 0.88 0.72 0.59 0.49 0.42
2
end span
span (mm)
∆
1
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200
span (mm) overall purlin length = span + 70mm + (lap)
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200
lap la p
end span
3
3.38 2.99 2.66 2.32 2.03 1.78 1.57 1.39 1.24 1.10 0.98 0.88 0.78 0.69 0.62 0.55 0.50 0.45 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.36 lap la p
end span
Four Lapped Spans 100Z Limit State Capacity Tables
span (mm)
(
/ 11.92 7.99 5.61 4.09 3.07 2.37 1.86 1.49 1.21 1.00 0.83 0.70 0.60 0.51 0.44 0.38 0.34 0.30 0.26 0.23 0.21 0.19 0.17
1 1.2 2.0 3.2 4.9 7.2 10.1 14.0 18.8 24.8 32.1 40.9 51.4 63.8 78.3 95.0 114.6 136.9 162.2 190.8 223.2 259.6 301.1 345.2
9.16 10.28 6.80 7.87 5.24 6.22 4.14 5.04 3.33 4.16 2.72 3.50 2.25 2.98 1.88 2.57 1.59 2.24 1.36 1.97 1.16 1.74 1.01 1.55 0.88 1.38 0.77 1.23 0.67 1.10 0.60 0.99 0.53 0.90 0.47 0.81 0.42 0.74 0.67 0.61 0.55 0.50
2
1.26 1.14 1.04 0.95 0.87 0.80 0.73 0.66 0.61 0.56
span (mm)
span (mm)
overall purlin length = span + 70mm + (lap) ( lap)
∆
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700
span (mm)
3 10.28 7.54 5.58 4.18 3.11 2.31 1.75 1.36 1.07 0.86 0.70 0.57 0.48 0.40
0.75 0.69 0.64 0.59
overall purlin length = span + 70mm + (lap/2)
(
∆
1
7.87 6.22 5.04 4.16 3.39 2.78 2.28 1.88 1.55 1.27 1.04 0.86 0.71 0.60 0.51 0.44
2
3.50 2.98 2.57 2.23 1.91 1.64 1.41 1.22 1.05 0.91 0.78 0.67 0.58 0.50 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
1.97 1.74 1.55 1.38 1.21 1.07 0.95 0.84 0.75 0.67 0.59 0.52 0.46 0.41
2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300
15.07 10.09 7.09 5.17 3.88 2.99 2.35 1.88 1.53 1.26 1.05 0.89 0.75 0.65 0.56 0.49 0.43 0.37 0.33 0.29 0.26 0.24 0.21 0.19 0.17
end span
1 0.9 1.6 2.5 3.9 5.7 8.0 11.1 14.9 19.6 25.4 32.3 40.6 50.5 61.9 75.3 90.7 108.2 128.3 151.1 176.9 205.3 238.3 273.6 314.1 358.4
11.12 8.20 6.22 4.85 3.87 3.16 2.61 2.19 1.86 1.60 1.38 1.20 1.05 0.93 0.82 0.73 0.65 0.58 0.53 0.47 0.43
10.57 8.35 6.76 5.59 4.70 4.00 3.45 3.00 2.60 2.27 2.00 1.77 1.58 1.41 1.27 1.14 1.03 0.93 0.85 0.77 0.70 0.64 0.59 0.54
2
2.34 2.09 1.87 1.69 1.53 1.40 1.27 1.15 1.04 0.95 0.86 0.79 0.72 0.66 0.61
3
1.17 1.08 1.00 0.93 0.85 0.78 0.72 0.66
1
9.76 10.57 7.14 8.35 5.30 6.76 3.90 5.49 2.92 4.42 2.23 3.59 1.74 2.93 1.39 2.40 1.12 1.97 0.92 1.60 0.76 1.32 0.64 1.10 0.54 0.92 0.46 0.78 0.40 0.66 0.57 0.49 0.43
2
4.70 4.00 3.45 2.92 2.48 2.13 1.82 1.56 1.35 1.16 0.99 0.85 0.74 0.64 0.56 0.49 0.43
3
P U R L I N & G I R T D E S I G N M A N U A L
3.00 2.64 2.34 2.06 1.80 1.58 1.39 1.23 1.08 0.96 0.85 0.75 0.66 0.58 0.52 0.46 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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85
10.37 P U R L I N & G I R T D E S I G N M A N U A L
Four Lapped Spans 150Z
span (mm)
Limit State Capacity Tables
/ 10.02 7.53 5.80 4.56 3.65 2.97 2.45 2.04 1.72 1.46 1.25 1.08 0.94 0.82 0.73 0.64 0.57 0.51 0.46 0.41 0.37 0.34 0.31 0.28 0.26 0.23 0.22 0.20
1 2.0 2.9 4.1 5.7 7.7 10.1 13.1 16.7 21.0 26.0 31.9 38.8 46.8 55.9 66.2 78.0 91.2 106.1 122.8 141.1 161.7 184.5 209.2 236.6 266.7 299.1 334.9 373.7
5.38 4.73 4.19 3.48 2.92 2.48 2.13 1.85 1.61 1.42 1.25 1.11 0.99 0.89 0.80 0.72 0.66 0.59 0.54 0.49 0.45 0.42
3.73 3.34 3.01 2.72 2.47 2.25 2.02 1.82 1.65 1.51 1.38 1.27 1.17 1.08 1.00 0.93 0.87 0.81 0.75 0.70 0.65 0.60 0.56 0.52 0.48
2 5.38 4.73 4.19 3.73 3.12 2.49 2.02 1.65 1.37 1.14 0.96 0.82 0.70 0.59 0.51 0.44
0.67 0.63 0.60 0.56 0.53
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
1
3.34 3.01 2.72 2.47 2.24 1.94 1.66 1.42 1.21 1.05 0.91 0.79 0.69 0.61 0.54 0.48 0.43
2
2.02 1.82 1.65 1.51 1.38 1.26 1.13 1.01 0.89 0.79 0.71 0.63 0.56 0.51 0.46 0.41
/
3
1.17 1.08 1.00 0.93 0.87 0.80 0.73 0.67 0.61 0.55 0.50 0.45 0.42
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
12.77 9.59 7.39 5.81 4.65 3.78 3.12 2.60 2.19 1.86 1.60 1.38 1.20 1.05 0.92 0.82 0.73 0.65 0.58 0.52 0.47 0.43 0.39 0.36 0.33 0.30 0.27 0.25 0.23 0.22 0.20
end span
span (mm)
overall purlin length = span + 70mm + (lap)
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
86
span (mm)
(
∆
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100
lap la p
end span
1 1.6 2.3 3.2 4.5 6.0 7.9 10.3 13.1 16.4 20.4 25.1 30.5 36.7 43.9 51.9 61.2 71.6 83.2 96.2 110.9 126.8 144.5 164.1 185.9 209.2 234.9 262.8 293.7 326.2 362.8 402.0
7.39 5.81 4.76 3.96 3.34 2.86 2.47 2.15 1.89 1.67 1.48 1.32 1.18 1.06 0.95 0.86 0.78 0.70 0.64 0.59 0.54 0.49 0.45 0.41
8.60 7.39 6.38 5.48 4.72 4.11 3.62 3.20 2.86 2.56 2.32 2.10 1.91 1.75 1.61 1.48 1.35 1.24 1.14 1.05 0.97 0.89 0.83 0.77 0.71 0.66 0.62 0.57 0.53 0.50 0.46
2
1.27 1.18 1.10 1.03 0.96 0.90 0.85 0.80 0.76 0.71 0.66 0.62 0.58 0.54
3
1 8.60 7.39 6.01 4.83 3.85 3.07 2.53 2.11 1.76 1.46 1.21 1.02 0.86 0.74 0.63 0.54 0.47 0.41
0.68 0.64 0.61 0.58
6.38 5.48 4.72 4.11 3.62 3.17 2.72 2.35 2.04 1.75 1.48 1.30 1.14 1.01 0.90 0.79 0.70 0.62 0.54 0.48 0.43
2
2.86 2.56 2.32 2.10 1.91 1.72 1.53 1.37 1.23 1.10 0.98 0.86 0.78 0.70 0.64 0.58 0.53 0.49 0.44 0.40
3
1.61 1.48 1.37 1.27 1.17 1.07 0.97 0.89 0.81 0.75 0.68 0.62 0.56 0.51 0.47 0.44 0.40
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.37 lap la p
end span
Four Lapped Spans 150Z Limit State Capacity Tables
span (mm)
span (mm)
(
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
16.12 12.11 9.33 7.34 5.88 4.78 3.94 3.28 2.76 2.35 2.02 1.74 1.51 1.33 1.17 1.03 0.92 0.82 0.73 0.66 0.60 0.54 0.49 0.45 0.41 0.38 0.35 0.32 0.29 0.27 0.25
1.2 1.8 2.6 3.5 4.8 6.3 8.1 10.4 13.0 16.2 19.9 24.1 29.1 34.7 41.2 48.4 56.7 65.9 76.3 87.7 100.5 114.6 130.1 147.0 165.9 186.2 208.7 232.7 258.5 286.8 317.5
12300 12600 12900
0.23 0.22 0.20
350.4 385.3 423.6
7.24 5.87 4.83 4.03 3.40 2.91 2.52 2.19 1.92 1.70 1.51 1.35 1.21 1.09 0.99 0.90 0.82 0.75 0.68 0.63 0.58 0.53 0.49 0.46 0.42
2
span (mm)
span (mm)
overall purlin length = span + 70mm + (lap) ( lap)
∆
3
6.42 5.21 4.16 3.38 2.76 2.26 1.87 1.56 1.31 1.11 0.95 0.82 0.71 0.62 0.54 0.48 0.43
5.65 4.97 4.39 3.87 3.44 3.07 2.75 2.49 2.25 2.05 1.87 1.71 1.57 1.45 1.34 1.24 1.15 1.07 0.99 0.93 0.86 0.80 0.75 0.70 0.65 0.61
3.52 3.18 2.88 2.63 2.40 2.21 2.04 1.88 1.75 1.62 1.51 1.41 1.30 1.21 1.13 1.05 0.98 0.92 0.86 0.80 0.76 0.71
1.24 1.17 1.10 1.04 0.98 0.92 0.87 0.82 0.77
0.57 0.53 0.49
0.67 0.63 0.59
0.72 0.68 0.64
overall purlin length = span + 70mm + (lap/2)
(
∆
1
5.61 4.80 4.13 3.57 3.11 2.72 2.38 2.06 1.77 1.54 1.35 1.17 1.03 0.90 0.79 0.70 0.62 0.56 0.50 0.45 0.40
2
4.97 4.40 3.93 3.52 3.16 2.81 2.50 2.24 2.01 1.81 1.64 1.48 1.33 1.20 1.07 0.96 0.86 0.78 0.70 0.63 0.57 0.52 0.47 0.43
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
/
3
2.88 2.63 2.40 2.21 2.01 1.83 1.67 1.52 1.39 1.28 1.18 1.08 1.00 0.92 0.84 0.77 0.70 0.64 0.59 0.54 0.50 0.46 0.42
end span
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
20.83 15.65 12.05 9.48 7.59 6.17 5.09 4.24 3.57 3.04 2.60 2.25 1.96 1.71 1.51 1.33 1.19 1.06 0.95 0.85 0.77 0.70 0.64 0.58 0.53 0.49 0.45 0.41 0.38 0.35 0.33
1.0 1.4 2.0 2.7 3.7 4.9 6.3 8.0 10.1 12.5 15.4 18.7 22.5 26.9 31.9 37.5 43.9 51.0 59.0 67.9 77.8 88.7 100.6 113.8 128.3 144.0 161.4 180.0 200.0 222.2 246.2
12300 12600 12900 13200 13500 13800 14100
0.30 0.28 0.26 0.25 0.23 0.21 0.20
271.5 298.9 328.2 359.2 393.0 429.9 467.7
6.83 5.59 4.66 3.94 3.37 2.91 2.54 2.24 1.98 1.76 1.58 1.42 1.29 1.17 1.06 0.97 0.89 0.82 0.76 0.70 0.65 0.60 0.56 0.52 0.49 0.45 0.42
2
3
4.10 3.67 3.30 2.98 2.70 2.46 2.25 2.06 1.89 1.75 1.61 1.49 1.39 1.28 1.18 1.10 1.02 0.94 0.88 0.82 0.76
3.97 3.62 3.31 3.04 2.80 2.59 2.40 2.24 2.08 1.94 1.79 1.66 1.55 1.44 1.34 1.25 1.17 1.09 1.02 0.96
1.71 1.61 1.52 1.43 1.35 1.28 1.21 1.13 1.06
0.71 0.67 0.62 0.58 0.55 0.52 0.48
0.90 0.85 0.80 0.75 0.71 0.67 0.63
1.00 0.94 0.88 0.83 0.79 0.74 0.70
1
5.42 4.35 3.53 2.90 2.41 2.02 1.71 1.46 1.25 1.09 0.95 0.83 0.73 0.65 0.58 0.52 0.46 0.42
4.22 3.67 3.20 2.73 2.34 2.02 1.75 1.52 1.33 1.17 1.04 0.92 0.82 0.73 0.66 0.59 0.54 0.49 0.44 0.40
2
3
3.89 3.45 3.07 2.75 2.46 2.21 1.99 1.80 1.59 1.42 1.26 1.13 1.02 0.91 0.83 0.75 0.68 0.62 0.56 0.51
3.97 3.62 3.31 3.04 2.80 2.54 2.30 2.09 1.91 1.74 1.60 1.46 1.35 1.24 1.13 1.03 0.93 0.85 0.78 0.71
0.47 0.43
0.65 0.60 0.55 0.51 0.47 0.43 0.40
P U R L I N & G I R T D E S I G N M A N U A L
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.38 P U R L I N & G I R T D E S I G N M A N U A L
Four Lapped Spans 200Z
span (mm)
Limit State Capacity Tables
span (mm)
(
∆
/
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
26.85 20.18 15.54 12.22 9.79 7.96 6.56 5.47 4.60 3.92 3.36 2.90 2.52 2.21 1.94 1.72 1.53 1.36 1.22 1.10 1.00 0.90 0.82 0.75 0.68 0.63 0.58 0.53 0.49 0.45 0.42
0.7 1.1 1.5 2.1 2.9 3.8 4.9 6.2 7.8 9.7 11.9 14.5 17.4 20.8 24.7 29.1 34.0 39.6 45.8 52.7 60.3 68.8 78.1 88.4 99.6 111.8 125.0 139.6 155.4 172.2 190.5
12300 12600 12900 13200 13500 13800 14100
0.39 0.36 0.34 0.32 0.30 0.28 0.26
210.3 232.0 254.4 279.4 305.1 333.3 362.9
8.15 7.21 6.43 5.62 4.69 3.97 3.40 2.94 2.57 2.26 2.00 1.78 1.60 1.44 1.30 1.15 1.05 0.96 0.88 0.81 0.75 0.69 0.64 0.60 0.56 0.52 0.48 0.45 0.42
2 8.15 7.21 6.43 5.77 5.20 4.71 4.29 3.70 3.07 2.56 2.16 1.84 1.57 1.32 1.16 1.02 0.90 0.80 0.71 0.62 0.55 0.49 0.44
5.77 5.21 4.71 4.29 3.92 3.59 3.31 3.05 2.82 2.58 2.36 2.16 1.99 1.84 1.71 1.59 1.48 1.39 1.30 1.22 1.14 1.07 1.00 0.94 0.88 0.83 0.78 0.73
1.02 0.96 0.91 0.86 0.82 0.78
0.69 0.64 0.60 0.57 0.53 0.50 0.47
0.74 0.71 0.67 0.64 0.62 0.59 0.56
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
1
3.92 3.59 3.31 3.05 2.82 2.56 2.28 2.03 1.80 1.58 1.39 1.23 1.10 0.98 0.87 0.78 0.71 0.62 0.57 0.52 0.47 0.44 0.40
2
2.36 2.16 1.99 1.84 1.71 1.59 1.48 1.36 1.25 1.14 1.04 0.94 0.86 0.78 0.71 0.65 0.59 0.55 0.50 0.46 0.43
/
3
1.39 1.30 1.22 1.14 1.08 1.02 0.96 0.89 0.83 0.78 0.72 0.67 0.62 0.57 0.53 0.49 0.45 0.42
end span
span (mm)
overall purlin length = span + 70mm + (lap)
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
88
lap la p
end span
1
3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
35.78 26.88 20.71 16.29 13.04 10.60 8.74 7.28 6.14 5.22 4.47 3.86 3.36 2.94 2.59 2.29 2.04 1.82 1.63 1.47 1.33 1.20 1.09 1.00 0.91 0.84 0.77 0.71 0.65 0.60 0.56
0.6 0.8 1.2 1.6 2.1 2.8 3.7 4.7 5.9 7.3 8.9 10.9 13.1 15.6 18.5 21.8 25.5 29.7 34.4 39.5 45.3 51.6 58.6 66.3 74.7 83.8 93.9 104.8 116.6 129.4 143.1
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900
0.52 0.48 0.45 0.42 0.39 0.37 0.35 0.32 0.30 0.29 0.27 0.25 0.24
158.0 173.9 191.1 209.5 229.0 250.0 272.5 296.3 322.4 349.7 377.8 409.4 441.7
5.98 5.06 4.32 3.72 3.24 2.84 2.52 2.24 2.01 1.81 1.63 1.48 1.35 1.23 1.12 1.03 0.95 0.88 0.81 0.75 0.70 0.65 0.60 0.56 0.53 0.49 0.46 0.43 0.41
2
3.84 3.51 3.23 2.97 2.71 2.48 2.28 2.10 1.94 1.80 1.67 1.55 1.44 1.35 1.25 1.17 1.09 1.02 0.95
2.55 2.37 2.21 2.07 1.93 1.82 1.71 1.61 1.52 1.43 1.36 1.29 1.22 1.16
0.87 0.82 0.77 0.73 0.69 0.65 0.61 0.58 0.55 0.52 0.50 0.47 0.45
1.11 1.05 0.99 0.94 0.89 0.84 0.79 0.75 0.71 0.67 0.64 0.60 0.57
3
5.03 4.23 3.59 3.07 2.65 2.26 1.95 1.69 1.47 1.27 1.11 0.97 0.86 0.76 0.68 0.60 0.54 0.48 0.44
0.96 0.92 0.88 0.84 0.81 0.77 0.74 0.71 0.68 0.65
1
2
3
3.68 3.25 2.88 2.53 2.17 1.93 1.73 1.55 1.39 1.26 1.14 1.03 0.93 0.84 0.76 0.69 0.63 0.57 0.52
3.84 3.51 3.23 2.97 2.75 2.55 2.35 2.14 1.95 1.78 1.62 1.47 1.33 1.18 1.08 1.00 0.92 0.85 0.78
2.21 2.07 1.93 1.82 1.71 1.61 1.49 1.38 1.28 1.19 1.10 1.02
0.48 0.44 0.40
0.72 0.67 0.62 0.58 0.53 0.49 0.46 0.43
0.94 0.87 0.79 0.73 0.68 0.64 0.60 0.56 0.53 0.49 0.46 0.44 0.41
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.38 lap la p
end span
Four Lapped Spans 200Z Limit State Capacity Tables
span (mm)
span (mm) overall purlin length = span + 70mm + (lap) ( lap)
span (mm)
end span
span (mm) overall purlin length = span + 70mm + (lap/2)
(
∆
/
1
4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
13.43 11.07 9.23 7.77 6.61 5.67 4.89 4.26 3.73 3.28 2.90 2.58 2.30 2.07 1.86 1.68 1.52 1.38 1.26 1.15 1.06 0.97 0.90 0.83 0.76 0.71
2.2 2.9 3.7 4.6 5.8 7.1 8.6 10.3 12.3 14.6 17.2 20.2 23.4 27.1 31.2 35.7 40.8 46.3 52.3 59.0 66.2 74.2 82.7 92.0 102.1 113.0
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100
0.66 0.61 0.57 0.53 0.50 0.47 0.44 0.41 0.39 0.36 0.34 0.32 0.30 0.29 0.27 0.26 0.25
124.6 137.3 150.9 165.4 181.1 197.4 215.1 234.1 254.5 275.5 298.2 323.0 348.7 375.0 404.4 434.1 465.3
5.08 4.36 3.78 3.30 2.91 2.58 2.31 2.07 1.87 1.69 1.54 1.41 1.29 1.19 1.09 1.01 0.94 0.87 0.81 0.76 0.71 0.66 0.62 0.58 0.55 0.51 0.48 0.46 0.43 0.41
2
3
3.17 2.92 2.69 2.49 2.31 2.14 1.98 1.84 1.72 1.60 1.50 1.40 1.31 1.22
2.71 2.54 2.39 2.23 2.09 1.96 1.84 1.73 1.63 1.54
2.01 1.90 1.80 1.71 1.63
1.15 1.08 1.01 0.95 0.90 0.85 0.80 0.76 0.72 0.68 0.64 0.61 0.58 0.55 0.53 0.50 0.48
1.45 1.37 1.30 1.23 1.16 1.10 1.05 0.99 0.94 0.90 0.85 0.81 0.77 0.73 0.69 0.66 0.62
1.55 1.48 1.41 1.35 1.28 1.21 1.15 1.10 1.04 0.99 0.94 0.90 0.86 0.82 0.78 0.75 0.71
4.14 3.53 3.00 2.56 2.20 1.90 1.66 1.45 1.28 1.13 1.00 0.89 0.80 0.72 0.65 0.58 0.53 0.48 0.44 0.40
1
2
3
3.46 3.08 2.72 2.41 2.14 1.91 1.71 1.54 1.38 1.24 1.12 1.01 0.91 0.83 0.76 0.69
2.84 2.60 2.38 2.19 2.01 1.84 1.68 1.53 1.40 1.27 1.17 1.07
2.68 2.48 2.29 2.13 1.98 1.84 1.71 1.60 1.49 1.39
0.63 0.58 0.53 0.49 0.45 0.42
0.99 0.91 0.84 0.77 0.71 0.66 0.61 0.56 0.52 0.49 0.45 0.42
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
P U R L I N & G I R T D E S I G N M A N U A L
1.29 1.20 1.12 1.04 0.96 0.89 0.83 0.77 0.72 0.67 0.63 0.59 0.55 0.52 0.48 0.45 0.43
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this this line exceed standard standard delivery length of 12m
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10.39 P U R L I N & G I R T D E S I G N M A N U A L
Four Lapped Spans 250Z
span (mm)
Limit State Capacity Tables
span (mm)
(
∆
/
1
2
3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
34.06 26.79 21.45 17.44 14.37 11.98 10.09 8.58 7.36 6.36 5.53 4.84 4.26 3.77 3.35 2.99 2.68 2.41 2.18 1.98 1.80 1.64 1.50 1.37 1.26 1.16 1.07 0.99 0.92
0.7 1.0 1.3 1.7 2.2 2.8 3.6 4.4 5.4 6.6 8.0 9.5 11.3 13.3 15.5 18.1 20.9 24.0 27.5 31.4 35.6 40.3 45.4 51.0 57.1 63.7 70.8 78.6 87.0
5.34 4.60 3.99 3.50 3.09 2.75 2.46 2.21 1.99 1.81 1.65 1.50 1.38 1.27 1.17 1.08 1.00 0.93 0.86 0.80 0.74 0.69 0.65 0.61 0.57
3.11 2.90 2.70 2.51 2.33 2.16 2.00 1.85 1.72 1.60 1.49 1.34 1.25 1.18
2.22 2.09 1.97 1.85 1.75 1.66 1.57 1.49 1.42
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100
0.85 0.79 0.74 0.69 0.65 0.61 0.57 0.53 0.50 0.47 0.44 0.42 0.40 0.37 0.35 0.34 0.32
96.0 0.53 105.8 0.50 116.2 0.47 127.4 0.44 139.3 0.42 152.1 165.8 180.5 196.0 212.3 229.7 248.2 268.4 288.8 310.7 334.3 358.5
1.10 1.04 0.98 0.92 0.87 0.82 0.77 0.73 0.69 0.66 0.62 0.59 0.56 0.53 0.51 0.48 0.46
1.35 1.29 1.23 1.17 1.12 1.07 1.03 0.97 0.92 0.87 0.82 0.77 0.73 0.66 0.63 0.60 0.57
3
span (mm)
3.89 3.33 2.87 2.45 2.11 1.83 1.60 1.40 1.23 1.08 0.95 0.85 0.75 0.67 0.60 0.54 0.49 0.44 0.40
3.26 2.78 2.47 2.20 1.97 1.76 1.59 1.43 1.30 1.17 1.05 0.95 0.87 0.79 0.72 0.66 0.60 0.55 0.50 0.46 0.42
0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.72 0.69
overall purlin length = span + 70mm + (lap/2)
(
∆
1
2
3.11 2.90 2.70 2.52 2.32 2.10 1.89 1.66 1.51 1.38 1.27 1.16 1.07 0.99 0.91 0.84 0.78 0.73 0.67 0.62 0.57 0.53 0.49 0.46 0.43 0.40
/
3
2.22 2.09 1.97 1.85 1.75 1.66 1.55 1.44 1.32 1.22 1.09 1.01 0.94 0.87 0.81 0.76 0.71 0.66 0.62 0.58 0.55 0.52 0.49 0.46 0.43 0.40
end span
span (mm)
overall purlin length = span + 70mm + (lap)
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
90
lap la p
end span
1
5700 6000 6300 6600 6900 7200 7500 7800 8100 8400 8700 9000 9300 9600 9900 10200 10500 10800 11100 11400 11700 12000
11.21 9.61 8.30 7.22 6.32 5.56 4.92 4.38 3.91 3.50 3.15 2.85 2.58 2.35 2.14 1.96 1.79 1.65 1.52 1.40 1.30 1.20
3.4 4.2 5.1 6.1 7.3 8.6 10.2 11.9 13.8 16.0 18.4 21.1 24.0 27.3 30.8 34.8 39.0 43.7 48.7 54.2 60.2 66.6
4.08 3.59 3.18 2.84 2.54 2.29 2.08 1.89 1.72 1.58 1.45 1.34 1.23 1.14 1.06 0.99 0.92 0.86 0.80 0.75 0.70 0.66
12300 12600 12900 13200 13500 13800 14100 14400 14700 15000 15300 15600 15900 16200 16500 16800 17100 17400 17700 18000
1.12 1.04 0.97 0.90 0.84 0.79 0.74 0.70 0.65 0.62 0.58 0.55 0.52 0.49 0.46 0.44 0.42 0.39 0.37 0.36
73.5 80.9 88.9 97.5 106.6 116.5 126.9 138.1 149.8 162.6 175.9 190.1 205.4 221.3 238.1 255.7 274.7 294.4 315.5 337.1
0.62 0.59 0.55 0.52 0.49 0.47 0.44 0.42
2
2.58 2.39 2.22 2.06 1.91 1.79 1.67 1.56
2.19 2.07
1.46 1.37 1.29 1.21 1.14 1.08 1.02 0.96 0.91 0.86 0.82 0.78 0.74 0.70 0.66 0.63 0.60 0.57 0.54 0.51
1.95 1.84 1.74 1.64 1.55 1.47 1.39 1.32 1.25 1.18 1.12 1.06 1.00 0.95 0.89 0.85 0.80 0.76 0.72 0.68
3
3.85 3.28 2.82 2.43 2.11 1.84 1.62 1.42 1.26 1.12 1.00 0.90 0.80 0.73 0.66 0.60 0.54 0.49 0.45 0.41 1.89 1.81 1.72 1.65 1.58 1.51 1.45 1.39 1.33 1.27 1.21 1.15 1.10 1.05 1.00 0.95 0.91 0.87 0.83
1
2
3
2.79 2.48 2.23 1.99 1.77 1.59 1.43 1.29 1.17 1.06 0.96 0.88
2.43 2.20 2.00 1.82 1.66 1.52 1.39
2.30 2.14 1.99 1.85
0.80 0.73 0.67 0.62 0.57 0.52 0.48 0.45 0.41
1.28 1.18 1.08 0.99 0.91 0.84 0.78 0.72 0.67 0.62 0.58 0.54 0.50 0.47 0.44 0.41
1.71 1.59 1.47 1.36 1.26 1.16 1.08 1.01 0.94 0.88 0.82 0.76 0.71 0.67 0.62 0.58 0.54 0.51 0.48 0.45
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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P U R L I N & G I R T D E S I G N M A N U A L
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91
10.40 P U R L I N & G I R T D E S I G N M A N U A L
Cantilevers Limit State Capacity Tables
(
∆
/
1
2
/
1
2
1
2
1
3.02 1.04 0.40
1.63 0.67
1.70 0.91
2100 3000 3900
0.10 0.11 0.18
142.9 190.5 148.6
0.76 0.76 0.76
0.76 0.76 0.61
0.76
0.97
0.97 0.97 0.78
0.97
1.21
1.21 1.21 1.08
1.21
2100 3000 3900
2.21 0.39 0.12
6.3 50.8 224.1
3.02 1.73 0.92
2100 3000 3900
2.81 0.50 0.15
5.0 40.0 176.9
3.88 2.04 1.09
2.18 1.17
3.88 1.43 0.52
1.96 0.87
2.19 1.09
2100 3000 3900
0.12 0.13 0.22
112.9 150.4 117.1
0.97 0.97 0.89
2100 3000 3900
3.62 0.65 0.19
3.9 31.0 136.9
4.83 2.62 1.39
2.72 1.46
4.83 1.95 0.71
2.65 1.22
2.72 1.46
2100 3000 3900
0.16 0.17 0.29
87.5 116.3 90.9
1.21 1.21 1.16
2100 3000 3900 4800 5700
4.49 0.80 0.24 0.11 0.06
3.11 25.0 110.2 293.6 633.3
4.09 2.48 1.31 0.83 0.57
4.09 1.65 0.60
1.31 0.77 0.43
2100 3000 3900 4800 6000
0.20 0.22 0.36 0.48 0.10
70.4 93.4 73.2 67.8 400.0
1.09 1.09 1.09 1.03 0.62
1.09 1.09 0.95
2100 3000 3900 4800 6000
5.69 1.01 0.30 0.14 0.06
2.5 19.7 87.0 231.9 625.0
5.61 3.12 1.66 1.04 0.64
1.69 1.07 0.66
5.61 2.18 0.75
3.16 1.69 0.94 0.47
2100 3000 3900 4800 6000
0.25 0.27 0.45 0.60 0.13
55.5 74.1 57.9 53.5 315.0
1.40 1.40 1.36 1.19 0.70
1.40 1.40 1.19 0.50
2100 3000 3900 4800 6000
7.28 1.30 0.38 0.18 0.08
1.9 15.4 68.1 181.8 487.8
7.17 3.86 2.04 1.28 0.78
4.03 2.16 1.37 0.85
2.16 1.25 0.62
2100 3000 3900 4800 6000
0.32 0.35 0.58 0.77 0.16
43.5 57.8 45.2 41.8 246.9
1.79 1.79 1.72 1.48 0.88
2100 3000 3900 4800 6000
9.19 1.64 0.48 0.22 0.10
1.5 12.2 53.8 144.1 384.6
9.35 4.68 2.47 1.54 0.94
9.63 5.42 2.91 1.83 1.14
9.63 3.53 1.27 0.60
5.21 2.28 1.07 0.48
5.43 2.88 1.60 0.78
2100 3000 3900 4800 6000
0.41 0.44 0.73 0.96 0.21
34.5 45.8 35.8 33.2 195.1
2.41 2.40 2.15 1.71 1.03
2100 3000 3900 4800 6000
11.55 2.06 0.61 0.28 0.13
1.2 9.7 42.8 114.7 305.3
11.51 12.26 5.57 6.90 2.92 3.70 1.81 2.33 1.10 1.42
12.26 4.65 1.74 0.84 0.41
6.67 2.95 1.44 0.65
6.91 3.69 2.05 1.03
2100 3000 3900 4800 6000
0.51 0.55 0.91 1.21 0.26
27.4 36.4 28.5 26.4 155.6
3.07 3.06 2.63 2.00 1.19
2.44 1.06 0.49
3.09 1.35 0.66
7.17 2.80 0.98 0.45
4.00 1.80 0.84
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
92
(
∆
1.40 1.40 0.79
1.79 1.79 1.58 0.66
1.79 1.79 1.01
2.41 2.41 2.03 0.87
2.41 2.41 1.36
3.07 3.04 1.67
1.73
3.07 3.07 2.62 1.22 0.51
1.09 0.70
1.40 0.93
2
1.05 0.44
1.26 0.57
1.79 1.20 0.45
1.69 0.76
2.41 1.52 0.59
2.17 0.96
3.07 2.03 0.81
2.77 1.27
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.40 P U R L I N & G I R T D E S I G N M A N U A L
Cantilevers Limit State Capacity Tables
(
∆
/
1
2
1
2
No solutions available
2100 3000 3900
0.05 0.05 0.05
264.2 416.7 541.7
0.51 0.50 0.49
0.52 0.51
2100 3000 3900 4800 6000
0.07 0.06 0.06 0.07 0.12
215.4 339.0 440.7 477.6 336.1
0.48 0.47 0.44 0.44 0.43
0.48 0.48 0.48 0.48
2100 3000 3900 4800 6000
0.08 0.08 0.08 0.09 0.15
168.7 266.7 346.7 376.5 266.7
0.59 0.56 0.54 0.53 0.52
0.59 0.59 0.59 0.59
2100 3000 3900 4800 6000
0.11 0.10 0.10 0.11 0.19
132.1 208.3 270.8 293.6 208.3
0.77 0.75 0.72 0.70 0.67
0.77 0.77 0.77 0.77
2100 3000 3900 4800 6000
0.13 0.12 0.12 0.14 0.24
105.3 165.3 214.9 233.6 164.6
1.00 0.97 0.93 0.90 0.83
1.01 1.00 1.00 1.00
2100 3000 3900 4800 6000
0.17 0.15 0.15 0.17 0.31
83.3 131.6 171.1 186.0 131.1
1.29 1.26 1.20 1.16 1.03
1.30 1.29 1.29 1.28
0.54 0.54 0.54
0.48 0.48 0.48 0.48 0.48 0.62 0.62 0.62 0.62 0.47
0.60
0.63
0.78
1.07 1.07 1.07 1.07 0.53
0.82
1.02
1.36 1.36 1.36 1.36 0.75
1.08
1.32
0.80 0.80 0.80 0.80
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.40 P U R L I N & G I R T D E S I G N M A N U A L
Cantilevers continued Limit State Capacity Tables
(
∆
/
1
2
1
2100 3000 3900 4800 6000
4.99 0.89 0.26 0.12 0.06
2.8 22.5 99.2 264.5 714.3
4.49 2.57 1.36 0.86 0.53
4.49 1.92 0.68
2100 3000 3900 4800 6000
6.03 1.07 0.32 0.15 0.07
2.3 18.6 82.0 219.2 588.2
5.46 3.12 1.65 1.04 0.64
5.46 2.24 0.88 0.41
2100 3000 3900 4800 6000
7.59 1.35 0.40 0.18 0.09
1.8 14.8 65.3 173.9 465.1
7.06 3.67 1.94 1.21 0.74
3.97 2.13 1.34 0.83
2100 3000 3900 4800 6000
9.84 1.75 0.52 0.24 0.11
1.4 11.4 50.3 134.5 360.4
9.72 4.87 2.55 1.58 0.96
5.57 2.99 1.89 1.17
3000 3900 5100 6000 6900 8100
3.19 0.94 0.35 0.20 0.13 0.08
6.3 27.6 96.9 197.0 356.6 701.3
5.69 3.09 1.69 1.18 0.87 0.62
1.21 0.90 0.65
3000 3900 5100 6000 6900 8100
4.07 1.21 0.45 0.26 0.16 0.10
4.9 21.7 76.1 154.4 280.5 545.5
7.13 3.68 1.96 1.36 1.00 0.70
7.32 3.93 2.17 1.54 1.15 0.82
7.33 2.98 1.16 0.62
3000 3900 5100 6000 6900 8100
5.15 1.52 0.57 0.33 0.21 0.12
3.9 17.2 60.2 122.7 222.2 435.5
8.84 4.54 2.39 1.65 1.20 0.85
10.07 5.40 2.99 2.10 1.54 1.09 1.127
9.42 4.06 1.49 0.81 0.48
10.07 5.37 2.58 1.56 0.95 0.52
3000 3900 5100 6000 6900 8100
6.58 1.94 0.72 0.42 0.27 0.16
3.0 13.4 47.0 95.7 173.6 339.6
11.21 5.54 2.85 1.94 1.41 0.98
7.34 4.06 2.80 2.05 1.42
5.24 1.94 1.07 0.65
7.34 3.44 2.02 1.23 0.68
7.06 3.13 1.18 0.54 9.91 4.28 1.58 0.74
5.70 2.41 0.92 0.50
2.86 2.14 1.53
2.53 1.23 0.58
3.07 1.47 0.69
3.97 1.86 0.98 0.44 5.57 2.60 1.33 0.60
3.08 1.61 0.92 0.57
3.93 1.97 1.15 0.73 0.40
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
94
(
∆
/
2
1
2
1
2
1.36 0.85 0.42
2100 3000 3900 4800 6000
0.22 0.24 0.39 0.52 0.11
63.3 84.4 66.0 61.1 360.4
1.13 1.13 1.13 1.07 0.64
1.13 1.13 1.08 0.48
1.13 0.82
1.65 1.02 0.51
2100 3000 3900 4800 6000
0.27 0.29 0.48 0.63 0.13
52.4 69.7 54.6 50.6 298.5
1.37 1.37 1.37 1.21 0.71
1.37 1.37 1.28 0.60 0.22
1.37 0.96 0.41
1.37 0.62
2.13 1.25 0.68
2100 3000 3900 4800 6000
0.34 0.36 0.60 0.80 0.17
41.7 55.4 43.4 40.2 236.7
1.76 1.76 1.65 1.44 0.84
1.76 1.35 0.54
1.68 0.82
2.98 1.78 0.94
2100 3000 3900 4800 6000
0.44 0.47 0.78 1.03 0.22
32.2 42.7 33.5 30.9 182.6
2.48 2.48 2.25 1.80 1.06
2.48 2.48 1.39
2.48 2.48 2.25 1.07 0.42
2.48 1.86 0.74
2.39 1.14
1.70 1.20 0.87 0.52
3000 3900 5100 6000 6900 8100
0.85 1.42 1.42 0.40 0.20 0.10
23.5 18.4 24.0 100.3 233.5 534.7
2.55 2.48 1.98 1.32 0.94 0.65
2.20 1.44 1.02 0.71
2.55 2.48 1.27 0.63 0.34 0.18
2.13 1.13 0.66 0.36
2.19 1.44 1.00 0.57
2.17 1.53 1.06 0.64
3000 3900 5100 6000 6900 8100
1.09 1.80 1.80 0.51 0.25 0.13
18.4 14.4 18.8 78.6 182.5 418.6
3.25 3.25 2.24 1.48 1.06 0.73
2.81 1.83 1.30 0.90
3.25 3.25 1.61 0.78 0.43 0.23
2.60 1.39 0.84 0.45
2.80 1.83 1.22 0.70
2.98 2.01 1.38 0.87
3000 3900 5100 6000 6900 8100
1.37 2.28 2.28 0.64 0.32 0.16
14.6 11.4 14.9 62.2 144.7 331.3
4.47 4.03 2.71 1.80 1.28 0.88
4.47 3.86 2.49 1.74 1.18
3.39 1.91 1.10 0.58
3.84 2.42 1.59 0.96
4.05 2.75 1.86 1.13
3000 3900 5100 6000 6900 8100
1.76 2.92 2.92 0.82 0.41 0.21
11.4 8.9 11.6 48.6 113.0 258.4
6.08 5.23 3.13 2.07 1.47 1.00
6.08 5.21 3.32 2.31 1.55
4.55 2.47 1.43 0.76
5.22 3.32 2.14 1.25
1.37 0.77
1.76 1.76 1.59 0.80
1.76 1.76 0.99
1.79 1.24
3.43 2.44 1.68
4.47 4.47 2.06 1.01 0.57 6.08 6.08 2.66 1.33 0.76 0.42
1.13 0.51
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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10.40 P U R L I N & G I R T D E S I G N M A N U A L
Cantilevers continued Limit State Capacity Tables
(
∆
/
1
2
1
2
0.42
0.50
0.51
0.61
2100 3000 3900 4800 6000
0.07 0.07 0.07 0.08 0.13
194.4 303.0 393.9 426.7 303.0
0.50 0.50 0.49 0.48 0.47
0.50 0.50 0.50 0.50
2100 3000 3900 4800 6000
0.09 0.08 0.08 0.09 0.16
159.1 250.0 325.0 355.6 251.6
0.61 0.61 0.58 0.57 0.54
0.61 0.61 0.61
2100 3000 3900 4800 6000
0.11 0.10 0.10 0.11 0.20
127.3 200.0 260.0 283.2 200.0
0.76 0.74 0.71 0.70 0.66
0.76 0.76 0.76 0.76
0.78 0.78 0.78 0.78 0.46
0.66
0.78
2100 3000 3900 4800 6000
0.14 0.13 0.13 0.15 0.26
97.9 153.8 200.0 217.7 153.8
1.08 1.06 1.01 0.97 0.88
1.08 1.08 1.08 1.07
1.10 1.10 1.10 1.10 0.64
0.93
1.10
3000 3900 5100 6000 6900 8100
0.24 0.24 0.29 0.47 0.67 0.24
84.4 110.2 117.2 84.6 68.2 224.1
1.14 1.14 1.14 1.09 0.93 0.68
1.14 0.84 0.44
1.14 0.69
3000 3900 5100 6000 6900 8100
0.30 0.30 0.37 0.60 0.86 0.31
66.2 86.4 91.9 66.3 53.6 175.3
1.45 1.45 1.41 1.28 1.05 0.76
1.45 1.45 1.45 1.07
1.45 1.05 0.55
1.45 0.85
3000 3900 5100 6000 6900 8100
0.38 0.38 0.47 0.76 1.09 0.39
52.5 68.2 72.6 52.5 42.4 139.2
1.99 1.94 1.78 1.58 1.30 0.92
1.99 1.99 1.99 1.95 1.39
1.92 1.43 0.71
1.99 1.86 1.16
3000 3900 5100 6000 6900 8100
0.49 0.49 0.60 0.98 1.39 0.50
41.0 53.3 56.8 41.0 33.1 108.4
2.70 2.65 2.33 1.93 1.50 1.04
2.70 2.70 2.70 2.60 1.81
2.64 1.87 0.93
2.70 2.55 1.51
0.50 0.50 0.50
0.61 0.61 0.61 0.61
1.14 1.14 1.14 0.87 0.48
1.14 1.14 0.84
1.45 1.45 1.45 1.08 0.60
1.99 1.47
2.70 1.99
1.99 1.99 1.99 1.48 0.78 2.70 2.70 2.70 1.93 1.04 0.52
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts
L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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95
10.40 P U R L I N & G I R T D E S I G N M A N U A L
96
Cantilevers continued Limit State Capacity Tables
(
∆
/
1
3000 3900 5100 6000 6900 8100
8.56 2.52 0.94 0.54 0.35 0.21
2.3 10.3 36.1 73.5 133.3 260.9
8.49 5.30 2.82 1.94 1.41 0.98
3300 3900 5100 6000 6900 8100
6.94 3.36 1.25 0.73 0.46 0.28
3.2 7.7 27.1 55.2 100.0 195.7
7.04 3.46 2.35 1.70 1.18
3300 3900 5100 6000 6900 8100
8.76 4.25 1.58 0.92 0.58 0.35
2.5 6.1 21.5 43.7 79.2 154.7
8.90 4.37 2.91 2.08 1.43
6.21 4.34 3.14 2.18
3600 5100 6000 6900 8100
7.63 2.04 1.18 0.75 0.45
3.1 16.6 33.9 61.4 120.0
4.38 2.96 2.14 1.48
5100 6000 6900 8100
2.62 1.52 0.96 0.58
13.0 26.4 47.9 93.6
3600 5100 6000 6900 8100
17.35 4.65 2.69 1.70 1.02
3600 5100 6000 6900 8100
(
∆
2
1
2.97 2.10 1.57 1.13
8.49 5.24 2.09 1.15 0.73 0.40
5.37 2.97 2.03 1.29 0.74
8.01 4.43 3.14 2.34 1.68
7.46 2.98 1.70 1.01 0.55
8.01 4.43 2.89 1.79 1.08
/
2
1
2
1
2
3.73 2.44 1.50 0.82
2.51 1.78 1.22
2.10 1.56 1.10
3000 3900 5100 6000 6900 8100
2.28 3.80 3.80 1.07 0.53 0.27
8.8 6.9 9.0 37.4 87.0 198.5
4.25 4.04 3.21 2.10 1.49 1.02
3.73 2.50 1.78 1.23
4.25 4.04 2.88 1.43 0.85 0.45
3.12 2.33 1.59
3000 3900 5100 6000 6900 8100
3.04 5.06 5.06 1.43 0.71 0.36
6.6 5.1 6.7 28.1 65.2 149.2
6.64 6.45 3.99 2.59 1.82 1.24
5.72 3.73 2.66 1.84
4.05 2.11 1.18 0.61
5.72 3.49 2.07 1.19
3.74 2.66 1.75
6.18 4.37 3.21 2.11
3000 3900 5100 6000 6900 8100
3.84 6.39 6.39 1.80 0.89 0.46
5.2 4.1 5.3 22.2 51.6 117.9
4.86 3.13 2.18 1.47
9.29 8.01 5.13 3.55 2.37
5.47 2.74 1.53 0.81
4.65 2.91 1.60
5.24 3.68 2.33
6.39 8.25 2.32 1.15 0.59
3.8 4.1 17.2 40.0 91.5
4.99 3.23 2.27 1.55
4.56 3.25 2.25
5.12 2.48 1.37 0.71
4.43 2.65 1.46
4.57 3.25 2.22
4.92 3.10 1.72 0.90
3.46 1.82
4.70 3.00
4.01 2.21 1.31 0.72
6.00 3.86 2.51 1.44
5.42 3.83 2.86 2.05
3.73 1.99 1.16 0.63
5.42 3.64 2.30 1.31
3.82 2.85 2.01
3600 5100 6000 6900 8100
5.42 3.59 2.55 1.74
7.84 5.55 4.14 2.91
4.64 2.49 1.46 0.80
7.84 4.84 2.98 1.64
5.52 4.12 2.71
5400 6000 6900 8100
6.09 2.98 1.48 0.76
5.9 13.4 31.2 71.2
4.98 3.77 2.64 1.78
4.70 3.16
1.4 7.3 14.9 27.0 52.8
8.29 5.44 3.84 2.56
10.96 7.75 5.79 4.16
10.22 10.96 5.82 7.75 3.70 5.79 2.06 3.72
4.13
3600 5100 6000 6900 8100
14.52 18.76 5.29 2.61 1.34
1.7 1.8 7.6 17.6 40.2
9.56 5.92 4.02 2.63
11.52 9.23 6.57 4.54
11.52 7.14 4.31 2.29
9.23 6.57 4.11
4.54
22.29 5.97 3.45 2.19 1.32
1.1 5.7 11.6 21.0 41.1
10.89 15.66 6.77 11.08 4.57 8.27 2.96 5.64
14.14 15.66 8.33 11.08 4.95 8.06 2.71 5.26
8.23 5.91
3600 5100 6000 6900 8100
18.66 24.11 6.79 3.36 1.73
1.3 1.4 5.9 13.7 31.3
7.05 4.69 3.00
9.34 6.13
10.25 5.75 3.01
9.20 5.78
9.40 6.48
3600 5100 6000 6900 8100
36.43 9.75 5.64 3.58 2.15
0.7 3.5 7.1 12.9 25.1
9.93 6.55 4.29
13.45 8.78 10.14 5.09 7.28
3600 5100 6000 6900 8100
30.50 39.39 11.10 5.49 2.82
0.8 0.9 3.6 8.4 19.1
10.50 6.97 4.43
7.96
5.64
7.96
3600 5100 6000 6900 8100
44.87 12.02 6.95 4.41 2.65
0.5 2.8 5.8 10.4 20.4
15.58 9.58 6.40 11.60 4.10 8.33
12.48 7.38 11.60 4.02 8.17
3600 5100 6000 6900 8100
37.57 48.53 13.67 6.76 3.47
0.6 0.7 2.9 6.8 15.5
9.93 6.54 4.15
8.57 4.46
8.99
13.58 10.14 7.28
3.26 2.34
5.91
Fielders Australia Pty. Ltd
5.24 3.72 2.57
3.25
6.48
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10.40 P U R L I N & G I R T D E S I G N M A N U A L
Cantilevers continued Limit State Capacity Tables
(
∆
/
1
2
1
2
1.98 1.98 1.46
1.98 1.98 1.98 1.89 1.09 0.56
1.98 1.88 1.00
1.98 1.45
2.95 2.95 2.95 2.18
2.95 2.95 2.95 2.66 1.60 0.77
2.95 2.67 1.44
2.95 2.10
4.13 4.13 4.01 2.78
4.13 4.13 4.13 3.57 2.08 1.01
4.13 3.58 1.95
4.13 2.78
3.60 3.54 2.66
3.60 3.60 3.34 1.88 0.88
3.60 3.34 1.79
3.54 2.66
3.70
4.41 2.35 1.12
2.23
3.60
7.29 7.05 6.84 5.40 2.83
6.60 4.99
5.37
7.62 3.71
6.93
3000 3900 5100 6000 6900 8100
0.63 0.63 0.78 1.27 1.81 0.65
31.5 41.0 43.6 31.5 25.4 83.5
1.98 1.98 1.98 1.86 1.52 1.08
3000 3900 5100 6000 6900 8100
0.85 0.85 1.04 1.69 2.41 0.86
23.7 30.8 32.8 23.7 19.1 62.6
2.95 2.95 2.86 2.31 1.91 1.34
3000 3900 4800 6000 6900 8100
1.07 1.07 1.21 2.14 3.04 1.09
18.7 24.4 26.5 18.7 15.1 49.6
4.13 4.13 3.82 2.96 2.25 1.53
3600 5100 6000 6900 8100
1.36 1.69 2.76 3.93 1.41
17.6 20.1 14.5 11.7 38.4
3.60 3.60 2.92 2.37 1.66
5100 6000 6900 8100
2.17 3.54 5.04 1.80
15.7 11.3 9.1 30.0
3.65 2.70 1.84
3600 5100 6000 6900 8100
3.10 3.85 6.27 8.93 3.20
7.8 8.8 6.4 5.2 16.9
7.29 7.05 5.47 4.21 2.74
6.84 6.60 5.38
3600 5100 6000 6900 8100
3.98 4.94 8.05 11.47 4.11
6.0 6.9 5.0 4.0 13.2
7.11 4.91 3.14
7.20
3600 5100 6000 6900 8100
6.50 8.08 13.16 18.75 6.71
3.7 4.2 12.7 5.3 8.0
7.42 4.71
6.91
3600 5100 6000 6900 8100
8.01 9.95 16.21 23.09 8.26
3.0 3.4 6.4 14.9 6.5
6.83 4.32
5.50
4.13 3.04
3.85
7.68
N Inward = Inward load capacity for bridging configuration kN/m Outward = Outward load capacity for bridging configuration kN/m Numbers in bold italics require grade 8.8 bolts L/150 = Load for deflection for span/150 kN/m k = Deflection factor, see notes to capacity tables section 7.3 Va Values lues below this line line exceed standard standard delivery length of 12m
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