All Ame Ameri rican can Gra Grating ting Product List & Specifications
COPYRIGHT DISCLAIMER All Content © 2006 All American Grating, Inc. ALL RIGHTS RESERVED
All American Grating
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Redistribution or distribution under another name without prior written consent is strictly prohibited
1
Table of Contents Aluminum Plank Grating 78 79 80 81
Fiberglass Grating 48 49 50 51 52 53 54 55 56 57 58 59 60
Specifications HD Style RU & HD Style P HD Style SU & Fastener Type 50 SL Style X & SL Style Y
Bar Grating: Light Duty 14 15 16 17 18 19
Carbon Steel: 19-W-4 19-W-2 19-P-4 19-P-2 Carbon Steel: 15-W-4 15-W-2 15-P-4 15-P-2 Carbon Steel: 11-W-4 11-W-2 11-P-4 11 11-P-2 -P-2 Aluminum: 19-SG-4 19-SG-2 19-AP-4 19-AP-2 Aluminum: 15-SG-4 15-SG-2 15-AP-4 15-AP-2 Aluminum: 11-SG-4 11-SG-2 11-AP-4 11-AP-2
Carbon & Stainless Steel : 13-P-4 13-P-2 13-P-2 10-P-4 10-P-4 10-P-2 10-P-2 8-P-4 8-P-2 7-P-4 7-P-2 7-P-2 Aluminum: 21 13-AP-4 13-AP-2 13-AP-2 10-AP-4 10-AP-2 10-AP-2 8-AP-4 8-AP-2 7-AP-4 7-AP-2
20
22 33 34 35 44 45 46 47
I-Bar Grating: Aluminum: 11-SGI-4 11-SGI-4 11-SGI-2 Riveted Grating: Carbon Steel: Steel: 18-R-7 18-R-3 Riveted Grating: Carbon Steel: 12-R-7 12-R-3 Riveted Grating: Aluminum: 18-AR-7 18-AR-3
Riveted Grating: Aluminum: 12-AR-7 12-AR-3 Stair Treads : Carbon and Stainless Steel: 36 19-W-4 19-W-2 19-P-4 19-P-2 19-P-2 15-W-4 15-W-2 15-P-4 15-P-4 15-P-2 Stair Treads: Aluminum 19-SG-4 19-SG-2 19-AP-4 19-AP-2 15-SG-4 37 15-SG-2 15-AP-4 15-AP-2 19-SGI-4 19-SGI-2 15-SGI-4 15-SGI-2
Loading Charts
Carbon Steel: 11-W-4 11-W-4 11-W-2 Carbon Steel: 15-W-4 15-W-2 Carbon Steel: 19-W-4 19-W-2 Carbon Steel: 22-W-4 22-W-4 22-W-2 Carbon Steel: 30-W-4 30-W-4 30-W-2 Carbon Steel: 38-W-4 38-W-4 38-W-2 Panel Width Chart : 11-W-4 15-W-4 19-W-4 Panel Width Chart: 22-W-4 30-W-4 38-W-4 Custom Heavy Duty Grating : Supplementary & Egg Crates Grating Part Numbers Explained
Expanded Metal 61 62 63 64 65 66 67 68 69
Specifications/Cutting/U-Edgings
Heavy Duty Stainless Steel: Flattened Stainless Steel: Standard Aluminum: Flattened Aluminum: Standard
Fastening Systems Saddle Clips Tek Scr ews G-Clips® Grate-Fast ® Fiberglass
117 Grip Strut® Diamond Washer & Anchor Plate Light Duty Grip Strut® Splice Plates 118 Traction TreadTM Planks & Sheets Grip Strut® Heavy Duty Splice Plates Grip Strut® Walkways Universal Handrail Bracket
Corgrate® Pultruded HI Series CorPlate™ & Special Resin Orders Structural Shapes Structural Shapes Fastening Systems
Interlocking Planks: Galvanized System Components Interlocking Planks: 1 1 / 2" Channel Height Interlocking Planks: 2 1 / 2" Channel Height Interlocking Planks: 3" Channel Height Interlocking Planks: 4" Channel Height Grate-Lock®: Fastening Systems Grate-Lock®: Fastening Systems
®
90 91 92 93 94 95 96 97 98 99 100 101 10 1 102 103 116 117 118 121
82 83 84
®
®
All American Grating
Corgrate® Pultruded WT Series ( 2")
Grip Strut®: St air Treads Treads Grip Strut®: St air Treads Treads 2-Diamond Plank: 4 3 / 4" Width 2-Diamond Plank: 4 3 / 4" Width 3-Diamond Plank: 7" Width 3-Diamond Plank: 7" Width 4-Diamond Plank: 9 1 / 2" Width 4-Diamond Plank: 9 1 / 2" Width 5-Diamond Plank: 11 11 3 / 4" Width 11 3 / 4" Width 5-Diamond Plank: 11
8-Diamond Plank: 18 3 / 4" Width 8-Diamond Plank: 18 3 / 4" Width 10-Diamond Plank: 24" Width 10-Diamond Walkway: 24" Width Load Information Fastening Systems Splice Plates Handrail Brackets
1-800-962-9692
2-Diamond Plank: 9 1 / 4" Width 2-Diamond Plank: 9 1 / 4" Width 3-Diamond Plank: 13 3 / 4" Width 3-Diamond Plank: 13 3 / 4" Width 5-Diamond Plank: 23 1 / 4" Width 5-Diamond Plank: 23 1 / 4" Width 6-Diamond Plank: 27 3 / 4" Width 6-Diamond Plank: 27 3 / 4" Width 8-Diamond Plank: 36" Width 8-Diamond Plank: 36" Width Heavy Duty Walkways: 5,6 & 8 Diamonds Heavy Duty Walkways: 5,6 & 8 Diamonds Load Information Splice Plates Fastening Systems Handrail Bracket
HexGrid
Heavy Duty Grip Strut ® & Grate Lock®
Grate-Lock
Corgrate® Pultruded WT Series (1" & 1 1 / 2")
Grip Strut Light Duty
104 105 106 107 108 109 110 111 112 113 114 115 116 119 120 121
Heavy Duty
Perf-O Grip
Corgrate® Pultruded SI Series
®
Carbon Steel: Standard
119 120 121 122 123
Corgrate® Pultruded FW Series
Grip Strut Heavy Duty
Carbon Steel: Flattened
39 40 41 42 60
Molded Fiberglass Gratings: Cutting Diagram
124 125 126 127 128 120 123
I-Bar Grating: Aluminum: 15-SGI-4 15-SGI-4 15-SGI-2
23 24 25 26 27 28 29 30 31 32 43
Stair Treads: Molded & Pultruded
®
I-Bar Grating: Aluminum: 19-SGI-4 19-SGI-4 19-SGI-2
Bar Grating: Heavy Duty
Corgrate® Molded SM Series (Square Mesh)
Grate-Lock
Railroad Grating: Carbon St eel: 25-W-4 26-W-4 27-W-4
43 Grating Part Numbers Explained
Chemical Resistance Guide
•
Carbon & Stainless Steel : Standard & Special Carbon & Stainless Steel : Shell & Riveted Carbon & Stainless Steel : Non-Perforated & Perforated
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2
Table of Contents Surfaces
Ladder Rungs 85 86 87
Mebac® Ladder Rungs Traction Tread
TM
12 Smooth, Serrated, Mebac® 13 I-Bar Aluminum, Heavy Duty Serration
Ladder Rungs
®
Grip Strut Ladder Rungs
Trac raction tion Tread
Nosings 70 71 72 73
86 88 89 118
Safety Treads and Nosings: Cast Aluminum & Cast Iron Anchors Extruded Aluminum Aluminum Grit Filled ( New & Steel Pan) Extruded Aluminum Grit Filled (Renovation)
2 Hole Plank: 5" Width
4 5 6 7 8 9 10 11 43 51 61 136 137 138 139 140
3 Hole Plank: 7" Width 5 Hole Plank: 10" Width 6 Hole Plank: 12" Width 10 Hole Plank: 18" Width 13 Hole Plank: 24" Width: 16 Hole Plank: 30" Width Walkway: 24" and 36" Width Handrail Bracket Fastening Systems
Siding/Roofing/Decking 74 75 76 77
Traction TreadTM: Ladder Rungs Traction TreadTM: Planks Traction TreadTM: Sheets/Flooring Fastening Systems
References Refer ences & Applications
Per erf-O f-O Gr Grip ip® 129 130 131 132 133 134 135 121 122
TM
Corrugated Sheeting
Corrugated Sheeting: Accessories B-Deck Sheeting R-Panel Sheeting
Stairr Treads Stai 36
Stair Treads : Carbon and Stainless Steel: 19-W-4 19-W-2 19-P-4 19-P-2 19-P-2 15-W-4 15-W-2 15-P-4 15-P-4 15-P-2
37
Stair Treads: Aluminum 19-SG-4 19-SG-2 19-AP-4 19-AP-2 15-SG-4 15-SG-2 15-AP-4 15-AP-2 19-SGI-4 19-SGI-2 15-SGI-4 15-SGI-2
Maps/Driving Maps/Drivin g Directions Codes of Practice Ordering Instructions Detailing Examples/Cap Examples/Capabilities abilities ASTM/Military/Federal ASTM/M ilitary/Federal Specifications Standard Installation Clearances
Manufacturing Tolerances: Light Duty Manufacturing Tolerances: Heavy Duty Grating Part Numbers Explained
Molded Fiberglass Gratings: Cutting Diagram Specifications/Cutting/U-Edgings Glossary Glossary
All American Grating, Inc. : Credit Application All American Grating, Inc. : Notes Page Index
Nosings/Tread read Widths/Standard End Plates 38 Nosings/T
50 Stair Treads : Molded & Pultruded Treads 90 Grip Strut®: St air Treads Treads 91 Grip Strut®: St air Treads
About All American Grating We are a service center and specialized fabricator of grating products for a vast array of applications. Our product list includes: standard grating, heavy duty grating, fiberglass grating, expanded metal, Grip-Strut ® Safety and a large variety of other grating t ypes as well. In addition, we are also the only grating company with in-house galvanizing. galvanizing . Our optimized facilities allow us to eliminate extended delivery times as well as cut down on costs associated with freight, making our company one of the most comprehensiv comprehensive e grating suppliers in the country.
All American American Grating 3001 Grand Avenue Neville Island • Pittsburgh, PA 15225
Phone: (412) 771-6970
All American Grating is proud to offer customization of all our products including: take off’s, off’s, detail drawings and can also assist in engineering for load handling.
FAX: (412) 771-6980
If you have problems finding a product please feel free to contact one of our sales associates and we will be happy to help you locate the correct grating product for your specific needs.
CALL TOLL TOLL-FREE: -FREE: 800-962-9692
FAX YOUR YOUR ORDER TOLL-FREE: TOLL-FREE: 800-634-7051
E-mail:
[email protected]
All American Grating
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3
Maps
Driving Directio Directions ns
All American Grating Grating
All American Grating
3001 Grand Avenue • Neville Island Pittsburgh, PA 15225 From the North
From the East
(Erie PA, New York and Canada)
(Philadelphia PA, New Jersey, New York and Maryland)
I-90 West, I-86 West and I-80 West all lead to I-79 South. Take I-79 South. Bear right onto new exit #65 (old exit #18) Neville Island, off the Neville Island Bridge (Blue Bridge). Bear right onto Grand Avenue (Yellow Beltway). Stay in left lane on Grand Avenue and travel straight for 1.7 miles. Look for 3001 Grand Avenue on the right side (behind Neville Galvanizing). For the office: turn right before Neville Galvanizing. Galvanizing. For shipping and receiving: turn right after Neville Galvanizing. For overnight staying drivers: turn right before Neville Galvanizing and park on the right side of the telephone poles lying on the ground. For unloading of full tractor trailer loads: turn right before Neville Galvanizing. Galvanizing.
Take I-76 West (US -30 West, Schuylkill Expressway) Take Expr essway) TOLL TOLL ROAD. Bear right onto off-ramp at exit 57 to Pittsburgh Interchange. Interchange. Take I-376 West (US-22 West) Ramp. Turn left onto I-376 West (US-22 West). Continue on I-376 West. Take exit 1A North Side/North Shore (I-279 North) ( immediately before the Fort Pitt. Bridge ). Take I-279 North to PA-65 North (Ohio River Blvd.) Exit 7B. Continue on I-279 North. Turn left on McKees Rocks Bridge (Blue Bridge). Turn right at end of bridge onto PA-51 North (Island Avenue). Travel 1.4 miles and turn right on to the Fleming Park Bridge (Blue Bridge). This bridge takes you onto Neville Island. Once off bridge, go to your 3rd traffic light and turn right onto Grand Avenue at Neville Chemical. Travel 0.3 miles and look for 3001 Grand Avenue on the left side (behind Neville Galvanizi Galvanizing). ng). For the office: turn left after Neville Galvanizing. For shipping and receiving: turn left before Neville Galvanizing. For overnight staying drivers: turn left after Neville Galvanizing and park on the right side of the telephone poles lying on the ground. For unloading of full tractor trailer loads: turn left after Neville Galvanizing.
Three Ways On and Off Neville Island • Fleming Park Bridge • Neville Island exit exit off I-79 I-79 • Coraopolis Bridge
From the South
From the West
(West Virginia, Virginia and the Carolinas)
(Ohio, Indiana, I ndiana, Kentucky, Tennessee and Michigan)
I-64 West, West, I-68 West, US-19, US-119, US-119, WV-33 and US-50, all lead to I-79 North. Take I-79 North. Bear right onto new exit #65 (old exit #18) Neville Island, immediately before the Neville Island Bridge (Blue Bridge). Bear right onto Grand Avenue (Yellow Beltway). Stay in left lane on Grand Avenue and travel straight for 1.5 miles. Look for 3001 Grand Avenue on the right side (behind Neville Galvanizing). For the office: turn right before Neville Galvanizing. Galvanizing. For shipping and receiving: turn right after Neville Galvanizing. For overnight staying drivers: turn right before Neville Galvanizing and park on the right side of the telephone poles lying on the ground. For unloading of full tractor trailer loads: turn right before Neville Galvanizing. Galvanizing.
I-71, I-74, I-75 and I-77 all lead to I-70 East. Take I-70 East to I-79 North. Bear right onto new exit #65 (old exit #18) Neville Island, immediately before the Neville Island Bridge (Blue Bridge) . Bear right onto Grand Avenue (Yellow Beltway). Stay in left lane on Grand Avenue and travel straight for 1.5 miles. Look for 3001 Grand Avenue on the right side (behind Neville Galvanizing). For the office: turn right before Neville Galvanizing. For shipping and receiving: turn right after Neville Galvanizing. For overnight staying drivers: turn right before Neville Galvanizing and park on the right side of the telephone poles lying on the ground. For unloading of full tractor trailer loads: turn right before Neville Galvanizing.
All American Grating
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www.aagrating.com
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4
All American American Grating
Codes of Practice
All American Grating Codes of Pra Practice ctice Drawings and Specification Specif ications s Final grating quantities supplied from drawings shall be on the basis
The Buyer shall be expected to furnish to the Seller a set of
of gross area measure center to center of supports, or back to back
construction drawings and specification of current issue showing
of supporting angles or chann channels, els, or overall dimensions dimensions of grating,
the layout of supports and floor openings correctly dimensioned,
whichever is larger, with no deductions for clearances. Allowances
together with the sizes and types of grating required.
for cutouts will be determined as follows:
Limits of Responsibi Responsibility lity
Deductions in area for circular cutouts will only be allowed when the diameter of the cutout exceeds 3'- 6". The The deductions allowance
In the absence of written notice to the contrary, the Buyer’s
shall be equal to one half the square of the diameter of the cutout.
construction plans and specifications shall be assumed by the Seller to be correct in all details, and the Seller’s responsibility shall be
Deductions in the area for cutouts other than circular shall be
limited to furnish the products in accordance with their documents.
allowed allow ed only when the cutout area exceeds nine (9) square feet.
Information to be Provided
No deductions shall be allowed for any triangular segment or corners of grating wasted in skew cuts.
If drawings and specifications are not available, Buyer shall provide the following:
Measurement of cuts shall be on the basis of a minimum of one (1) lineal foot per cut per panel. Any cut in excess of one (1) lineal foot
• Specify Alloy (steel, aluminum, stainless steel, etc.) • Type of grating (welded, pressure-lo cked, swage-locked, swage-locked, riveted, fiberglass, etc.) • Bearing bar size and center to center spacing of bearing bars and cross bars • Span (bearing bar direction) • Drawing: area to be covered, including all cut-outs and critical dimensions • Type of anchorage (welded, saddle clip, G-clip ®, weld lugs, etc.) • Specify Finish: mill finish, painted black, galvanized, anodized or sand blasted • Specify smooth, serrated or Mebac ® surface • Specify if banding, kick plates, nosings or any other t ypes of fabrication are required • Shipping instructions
Approval Drawings
shall be measured to the next highest lineal foot. Measurement of bandings, toe plates and nosings shall be on the same basis as that of cuts.
Changes in Scope of Contact If at any time during the course of the work the Buyer orders changes made which require materials and/or labor not called for in the original bidding plans, the cost of making such changes shall be paid for by the Buyer at a price to be agreed upon.
Field Work The Seller shall not be responsible for t aking actual measurements on construction work in the field.
If requested by the Buyer, the Seller shall submit detail drawings for approval. Buyer shall return drawings marked with his/her approval
Back charges for field work of any kind are not acceptable without
or desired changes. Any additional work not contemplated by the
prior written authorization by the grating supplier.
contract may result in additional negotiations between Buyer and Seller to reach agreement on the cost of the changes. After all
Back Charges
necessary changes are made; the drawings shall be re-submitted to the Buyer for final approval. The Seller shall not proceed with any
Buyer shall immediately notify seller upon discovery of
shop work until the drawings are finally approved. (NOTE:
All American Grating can accept the physical drawing or the drawing can be b e e-mailed in the following fo llowing format s: PDF, PDF, AI, DXF, DXF, DWG or a high resolution re solution TIFF, e-mailed dr awings help minimize minim ize the time needed for the drawing approval process).
unsatisfactory unsatisfa ctory material; Seller shall ackno acknowledge wledge complaint and initiate an investigation. investigation. Seller shall be given the opportunity to inspect product PRIOR TO ANY CORRECTIVE WORK BEING DONE. Seller is responsible for providing grating in accordance with approved drawings and specifications. Seller is NOT responsible for
Quantity Measurements
field changes not received and approved by Seller prior to grating fabrication,, improper fabrication and/or erection of supporting fabrication
Quantity measurements for gratings ordered to specific
members.
dimensions, without drawings, drawings, shall be based on width times span of each panel, with no deduction made for cutouts, unless
If the inspection and investigation investigation confirm errors in Seller’s
allowances for cutouts have been negotiated.
fabrication,, the Seller agrees to replace defective material at no fabrication charge to the Buyer.
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5
Ordering Instructions
Grating & Stair Treads Treads
Ordering Ordering Grating, Stair Treads Treads or Accessories can be a confusing task if one has not ordered before. Below is a check check list that can provide assistance in making certain each dimension of the job is correct when placing an order with All American Grating, Inc.
Ordering Grating 1. Specify Alloy (steel, aluminum, stainless steel, etc.) 2. Type of grating (welded, pressure-lock pressure-locked, ed, swage-locked, riveted, fiberglass, etc.) 3. Bearing bar size and center to center spacing of bearing bars and cross bars
4. Span (bearing bar direction) 5. Drawing: area to be covered, including all cutouts and critical dimensions 6. Type of anchorage (welded, saddle clip, G-clip®, weld lugs, etc.) 7. Finish: mill finish, painted black, galvanized, anodized or sand blasted 8. Specify smooth, serrated or Mebac® surface 9. Specify if banding, kick plates, nosings or any other types of fabrication are required 10. Shipping instructions
Ordering Stair Treads Treads
1. Specify Alloy (steel, aluminum, stainless steel, etc.) 2. Type of grating (welded, pressure-lock pressure-locked, ed, swage-locked, riveted, fiberglass, etc.) 3. Bearing bar size and center to center spacing of bearing bars and cross bars 4. Type of anchorage (welded, saddle clip, G-clip®, weld lugs, etc.) 5. Finish: mill finish, painted black, galvanized, anodized or sand blasted 6. Specify smooth, serrated or Mebac® surface 7. Nosings: chec checkered kered plate, cast aluminum abrasive, corrugated or Mebac® 8. Specify if kick plate or any other types of fabrication are required 9. Standard end plates, trim banded, angle carriers or no end plates or banding 10. Shipping instructions
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Detailing Capabilities
Grating Gratin g Detaili Detailing ng & Tak akee-Of Offs fs All American Grating has full detailing and take off capabilities. Detail drawings for your approval approval can be mailed or e-mailed to All American Grating, Inc. Accepted formats are: DXF, DWG, PDF, TIFF, High–Resol High–Resolution ution JPEG, and AI. AI .
Typical Example of a Hand Drawn Detailed Plan View
Typical Example of a CAD-generated Detail Drawing
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Designations and Specifications
Federal Specifications
ASTM Designations
Grating
Expanded Metal
Federal Specification RR-G-1602C
ASTM Designation F-1267-91
Grating, Metal & Other Bar Type
Metal, Expanded, Steel
(Floor, Except for Naval Vessels)
The gratings will be of the following types as specified:
Expanded metal shall be of the following types, classes and grades, as specified:
Type I – Steel, heavy.
Type I – Standard expanded metal.
Type II – Steel, light.
Type II – Flattened expanded metal.
Type III – Aluminum, heavy.
Class 1 – Uncoated mill finish.
Type IV – Aluminum, light.
Class 2 – Hot dip zinc (galvanized) coated. Class 3 – Corrosion resisting steel. Grade A – 0.0025 inch minimum coating thickness
Please Note Federal Specification RR-G-1602C ( 29 June 1989) superseding Federal Specification RR-G-1602B ( 21 March 1984)
Grade B – 0.0012 inch minimum coating thickness.
Military Specifications
Expanded Metal
Expanded Metal
Military Specification MIL–M–17194D
Military Specification MIL–M17999C
Metal, Expanded, Steel
Metal, Expanded, Aluminum
Expanded metal shall be of the following types, classes and grades as specified:
Expanded metal shall be of the following classes as specified:
Type I – Standard expanded metal.
Class 1 – Standard expanded metal.
Type II – Flattened expanded metal.
Class 2 – Flattened expanded metal.
Class 1 -- Uncoated mill finish.
Both classes the sheet size shall be 4' x 8' unless otherwise specified.
Class 2 – Hot dip zinc (galvanized) coated. Class 3 – Corrosion resisting steel. Grade A – 0.0025 inch minimum coating thickness. Grade B – 0.0012 inch minimum coating thickness.
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Standard Installation Clearances
Standard Installation Clearances 1 / 4 " to 3 / 8" 8"
Panel Span
Panel Span
Cut-outs are made to the next bearing bar beyond beyon d the penetration.
h t d i W l e n a P
1 /4" to 3 / 8" 8"
Clearance between ends of cross bars on rectangular grating and rivet heads on riveted grating.
1 / 2" 2"
h t d i W l e n a P
Bearing Bars Concrete Wall
1 /4" to 3 / 8" 8"
1 / 4" 4"
1 / 4" 4"
Bearing Bars
1 / 4" 4"
Bearing Bars
Bearing Bars
1 / 4" 4"
1 / 4" 4"
1 / 4" 4"
Bearing Bars Bearing Bars
Bearing Bars
Gra ting Example: Trench Grating
1 Outside Angle 15 / 2"
Clearance should be equal to angle thickness due to radius inside web of angle:
Inside Angle 15"
1 / 2" angle = 1 / 2" clearance on each side 3 / 8" angle = 3 / 8" clearance on each side
Grating 14 1 / 2 " 1 4" Grating Tolerance ± /
Amount of grating bearing on horizontal angle leg should be at least equal to height of grating.
1" Grating Banding
Square Stock
Banding
Flat Bar Angle 1 3 / 4" x 1 1 / 4" x 1 / 4" 1 3 / 4" Horizontal Angle 1 1 / 4" Vertical Angle 12"
For trenches when angle size is not available
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Light Duty Manufacturing Tolerances Tolerances Width(W) Overall ± 1 / 4 " (6mm)
1
8" / 8"
32" (1mm) O.C. ± 1 / 32
1
/ 8 " (3mm)
1
/ 8" (3mm)
12"
) m m 6 ( " 4 / 1 ± n a p S
) m m 6 ( " 4 1 / ± D , = D
D
± 1 / 4" center to center end cross bars in 5'–0" length ± 6mm center to center end cross bars in 1.5 m length
Cross Bar Alignment and Spacing
Cross bar shall not vary more than 1 /8" in 12" in in either directio directionn from perpendicular alignment with bearing bars.
,
W = W ± 1 / 4" (6mm)
Overall Dimensions and Squareness
, D and D are overall diagonal dimensions. , W and W are overall lengths of cross bars at opposite ends of panel. 1
Bearing Bars
/ 200 200 of Span
12"
Cross Bar Lean 2 1 / 2
Longitudinal Bow
"
1
/ 16 16" (2mm)
Cross Bars
1
/ 8 " per foot of width (10.5 mm per meter of width)
Transverse Bow – Before Fastening Fastening to Supports
Bearing Bars
Bearing Bars
Bearing Bars
Cross Bar Location
1
/ 8 " per foot of width (10.5 mm per meter of width)
12"
Bearing Bar Lean 1 1 / 4 "
Stair Tread Tolerance olerances s Stair Treads are randomly cut, customer must specify if cross bars need to be aligned with other stair treads in the same stringer.
) m m 3 ( " 8 / 1 ± h t d i W
12"
Carrier Plate Lean 1
/ 2 "
1
1 16" ± / 16 16" (2 mm ± 2 mm) / 16
Length + 0" - 1 / 8 " (3mm)
Overall Dimensions
Note: Length of tread is the distance of outer faces of carrier plates or back to back of carrier angles.
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Carrier Angle Overrun
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Heavy Duty Manufacturing Tolerances 1
/ 8" Width(W) Overall ± 1 / 4 " (6.4mm)
12"
O.C. ± 1 / 16 16" (1.6mm)
1
/ 8 " (3.2mm)
) m m 4 . 6 ( " 4 / 1 ± n a p S
± 1 / 4" center to center cross bars in 5'–0" length ± 6mm center to center cross bars in 5'–0" length
1
/ 8" (3.2mm)
) m m 5 . 9 ( " 8 3 / ± D , = D
D
Cross Bar Alignment and Spacing
Cross bar shall not vary more than 1 /8 " in 12" in either either directio directionn from perpendicular alignment with bearing bars.
1
/ 8" (3.2mm)
,
Cross Bars
W = W ± 1 / 4" (6.4mm)
Overall Dimensions and Squareness
Bearing Bars
, D and D are overall diagonal dimensions. , W and W are overall lengths of cross bars at opposite ends of panel.
Cross Bar Location
12"
Bearing Bar Lean
Cross Bar Lean
12" 2 1 / 2 "
1 1 / 4 "
1
/ 8 " per foot of width (10.5 mm per meter of width)
Transverse Bow – Before Fastening to Supports
Bearing Bars
Bearing Bars
1
/ 8 " per foot of width (10.5 mm per meter of width)
1
Bearing Bars
240 of Span / 240
Longitudinal Bow
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Bar Grating
Surfaces
Smooth Smoot h Top
Type One Serration
All American Grating’s Smooth Top does not have a notch punch therefore this grating can become slippery. Smooth Top is not recommended for applications where slip-resistance and traction is a factor.
All American Grating’s Type One Serrated Grating uses an 1 / 8 " notch to create a slip-free surface perfect for any application where traction and safety is a high concern.
1 / 16 16"
1 / 8"
1 / 16 16"
1 / 8"
1 / 16 16"
All dimensions ± 1 / 32 32"
Profile View
Profile View
Perspective View
Perspective View Cannot be applied to Aluminum Grating See Type Two Serration (below) for an Aluminum Serration Solution
Type Two Two Ser Serra ration tion
Mebac
All American Grating’s Type Two Serrated Grating uses a half-circular notch to create an aggressive surface allowing for traction and slip-resistance. 1 / 2" 1 4" 3 / 32 Ø / 4" Typical 32" ±1 / 16"
In the patented Mebac® process, aluminum grit is bonded to a metal base with molten metal. The metal and abrasive grit composite provides a non-sparking, non-corrosive surface that provides greater slip-resistance under slippery conditions.
®
center to center
1 16" to 3 / 16" /
Profile View
Profile View
Mebac® Texture View
Perspective View
Perspective View Apply Steel Mebac ® #3 to Steel Grating Apply Aluminum EZ-Weld ® to Aluminum & Stainless Steel Gratings
Can be applied to Carbon Steel or Aluminum Grating
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
12
Bar Grating
Surfaces
I-Bar (Aluminum) All American Grating’s Aluminum Swage-Locked I-bar utilizes bearing bars with striated top and bottom flanges. Striated extrusions (bearing bars) provide a semi-aggressiv semi-aggressive e walking surface without the added cost of serration. I-Bar Close-Up Cl ose-Up View
Perspective View
Profile View
Heavy Duty Serration
3 / 4"
Typical
C/C C/ C
C/C
ø 1 / 4" Typical
1 8" 3 / 16"± /
Profile View
Perspective View
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
13
19-W-4 19-W-2 19-P-4 19-P-2
Carbon Steel Welded Bar Grating Carbon Steel Press-Loc Press-Locked ked Bar Grating
16" Center to Center of Bearing Bars Steel Welded Welded Grating – 1 3 / 16
16" Center to Center of Bearing Bars Steel Pressure-Locked – 1 3 / 16
19 - P - 4
19 - P - 2
Rectangular Cross Bars 4" Center to Center
Rectangular Cross Bars 2" Center to Center
19 - W - 2
19 - W - 4
1
1
/ 4" Round Rou nd Twisted Twisted Cross Bars 4" Center to Center
/ 4" Round Rou nd Twisted Twisted Cross Bars 2" Center to Center
Static Load Table Table – Loads & deflections are theoretical, based on a maximum allowable allowable fiber stress of 18,000 PSI. E = 30,00 0,000 PSI
Bar Size
Type
3
/ 4 " x 1 / 8 "
3
/ 4 " x 3 / 16 16"
1" x 1 / 8 "
1" x 3 / 16 16"
1 1 / 4 " x 1 / 8 "
1 1 / 4 " x 3 / 16 16"
1 1 / 2 " x 1 / 8 "
1 1 / 2 " x 3 / 16 16"
1 3 / 4 "x 3 / 16 16"
16" 2" x 3 / 16
2 1 / 4 " x 3 / 16 16"
16" 2 1 / 2 " x 3 / 16
Approximate Sec. Mod. Weight Per Foot #/Sq. Ft. of Width
19-W-4 19-W-2
4.0 4.3
19-P-4 19-P-2
4.6 4.9
19-W-4 19-W-2
5.6 6.4
19-P-4 19-P-2
6.3 7.1
19-W-4 19-W-2
5.1 5.4
19-P-4 19-P-2
5.7 6.0
19-W-4 19-W-2
7.3 8.0
19-P-4 19-P-2
8.0 8.7
19-W-4 19-W-2
6.1 6.5
19-P-4 19-P-2
6.8 7.2
19-W-4 19-W-2
8.9 9.7
19-P-4 19-P-2
9.6 10.4
19-W-4 19-W-2
7.3 7.9
19-P-4 19-P-2
7.9 8.5
19-W-4 19-W-2
10.6 11.8
19-P-4 19-P-2
11.2 12.4
19-W-4 19-W-2
12.2 13.5
19-P-4 19-P-2
12.9 14.2
19-W-4 19-W-2
13.9 15.1
19-P-4 19-P-2
14.5 15.7
19-W-4 19-W-2
15.4 16.7
19-P-4 19-P-2
16.1 17.4
19-W-4 19-W-2
17.1 18.3
19-P-4 19-P-2
17.7 18.9
0.122
0.183
0.216
0.325
0.339
0.507
0.488
0.73
0.994
1.299
1.644
2.029
Maximum Safe Clear Span
Load Types
2'- 0 "
2'-6 " 3'- 0" 3'- 6 " 4'- 0 " 4'- 6 " 5'- 0 " 5'- 6 " 6'- 0 " 6'- 6 " 7'- 0 " 8'- 0 " 9'- 0 "
U D
366 .096
234 .150
163 .216
120 .295
92 .386
72 .484
C D
366 .077
293 .120
244 .173
209 .235
183 .307
163 .389
NOTE: Spans and loads to the right of the heavy line exceed a deflection of 1 / 4 " for uniform loads of 100#/sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
U D
549 .096
351 .150
244 .216
179 .294
137 .383
108 .482
NOTE: When calculating loads that require serrated 1 bearing bars, subtract / 4 " from your grating depth and use that load table.
C D
549 .077
439 .120
366 .173
314 .236
275 .308
244 .389
U D
648 .072
415 .112
288 .162
212 .221
162 288
128 .364
C D
648 .057
518 .090
432 .129
370 .176
324 .230
U D
975 .072
624 .113
433 .162
318 .221
C D
975 .058
780 .090
650 .130
U D
1017 .058
651 .090
C D
1017 .046
U D
1
.451
.546
.647
288 .291
259 .359
236 .435
216 .517
244 .289
193 .366
156 .451
129 546
108 .648
557 .177
488 .231
435 .292
390 .361
355 .437
325 .520
452 .130
332 .177
254 .231
201 .293
163 .362
134 .435
113 .520
96 .609
83 .708
814 .072
678 .104
581 .142
509 .185
452 .234
407 .289
370 .350
339 .416
313 .488
291 .560
1521 .058
973 .090
676 .130
497 .177
380 .230
300 .291
243 .359
201 .435
169 .518
144 .608
124 .705
C D
1521 .046
1217 .072
1014 .104
869 .141
761 76 1 .184
676 .233
608 .288
553 .348
507 .415
468 .487
435 .565
U D
1464 .048
937 .075
651 .108
478 .147
366 .192
289 .233
234 .299
194 .363
163 .433
139 .508
120 .590
92 .772
72 .967
C D
1464 .038
1171 .060
976 .086
837 .118
732 .153
651 .194
586 .240
532 .290
488 .345
450 .405
418 .470
366 .614
325 .770
U D
2190 .048
1402 .075
973 .108
715 .147
548 .192
433 .243
350 .300
290 .364
243 .431
207 .506
179 .589
137 .769
108 .971
C D
2190 .038
1752 .060
1460 .086
1251 .118
1095 .154
973 .196
876 .240
796 .290
730 .346
674 67 4 .406
626 .471
548 .615
487 .778
U D
2982 .041
1908 .064
1325 .093
974 97 4 .126
746 .165
589 .208
477 .257
394 .311
331 .370
282 .434
243 .503
186 .657
147 .832
C D
2982 2386 .033 .051
1988 .074
1704 .101
1491 .132
1325 .167
1193 .206
1084 .249
994 .296
918 .348
852 .403
746 .527
663 .667
U D
3897 2494 .036 .056
1732 .081
1272 .110
974 97 4 .144
770 .182
624 .225
515 .272
433 .324
369 380
318 .441
244 .577
192 .728
C D
3897 .029
3118 .045
2598 2227 .065 .088
1949 .115
1732 .146
1559 .180
1417 .218
1299 .259
1199 .304
1113 .353
974 97 4 .461
866 .583
U D
4932 .032
3156 .050
2192 .072
1610 .098
1233 .128
974 97 4 .162
789 .200
652 .242
548 .288
467 .338
403 .392
308 .512
244 .649
C D
4932 3946 .026 .040
3288 .058
2818 .078
2466 .102
2192 .130
1973 .160
1793 .194
1644 .230
1518 .271
1409 .314
1233 .410
1096 .518
U D
6087 3896 .029 .045
2705 .065
1988 .088
1522 .115
1202 .146
974 97 4 .180
805 .218
676 .259
570 .304
497 .353
380 .460
301 .584
C D
6087 4870 .023 .036
4058 3478 3044 .052 .071 .092
2705 2435 .117 .144
2213 .174
2029 .207
1873 .243
1739 .282
1522 .369
1353 .467
Panel Pan el Width Char t in Inches Dimensions are Outside to Outside of Bearing Bars. No. of Bars
3
16") serrated bearing bars would EXAMPLE: (1 / 4 " x / 16 3 16") non-serrated bearhave the same strength as (1"x / 16 ing bars, therefore you would 3 104 86 72 16") load table. use the (1" x / 16
U - Safe Uniform Load in lbs. per sq. ft. C - Safe Concentrated Load in lbs. per foot of grating width. D - Deflection in inches.
Also Available in Stainless Steel
2
3
4
5
6
7
8
9
10
1
/ 8 " Bar
5
1 / 16 16
1
2 / 2
11
3 / 16
7
4 / 8
1
6 / 16
1
7 / 4
7
8 / 16
5
9 / 8
13
11
12
13
14
15
10 / 16 16
12
3
13 / 16 16
3
14 / 8
9
15 / 16 16
3
3
/ 16" Bar
1 3 / 8
16 2 9 / 16
3 3 / 4
16 4 15 / 16
6 1 / 8
7 5 / 16
8 1 / 2
No. of Bars
17
18
19
20
21
22
1
11
7
1
16
16 / 4
17 15 / 16
9 11 / 16
10 7 / 8
12 1 / 16
13 1 / 4
16 14 7 / 16
15 5 / 8
16 13 / 16
18
23
24
25
26
27
28
29
30
31
1
7
5
13
3
3
9
1
/ 8 " Bar
1
19 / 8
5
16 20 / 16
21 / 2
22 / 16 16
23 / 8
16 25 / 16
26 / 4
16 27 / 16
28 / 8
29 / 16 16
31
32 / 16
33 / 8
34 / 16
35 3 / 4
3
16 19 3 / 16
20 3 / 8
16 21 9 / 16
22 3 / 4
16 23 15 / 16
25 1 / 8
26 5 / 16
27 1 / 2
16 28 11 / 16
29 7 / 8
31 1 / 16
32 1 / 4
33 7 / 16
34 5 / 8
35 13 / 16
16" Bar / 16
Shaded columns indicate Standard Panel Width Width
All American Grating
1-800-962-9692
Carbon Steel Material: ASTM A-1011
•
www.aagrating.com
•
[email protected]
14
15-W-4 15-W-2 15-P-4 15-P-2
Carbon Steel Welded Bar Grating Carbon Steel Press-Locked Bar Grating 15
Steel Welded Welded Grating –
16" Center to Center of Bearing Bars Steel Pressure-Locked – 15 / 16
/ 16" Center to Center of Bearing Bars
15-W-4
115-P-4 5 - P- 4
15-W-2
1
1
/ 4" Round Roun d Twisted Twisted Cross Bars 4" Center to Center
/ 4" Round Rou nd Twisted Twisted Cross Bars 2" Center to Center
115-P-2 5 - P- 2
Rectangular Cross Bars 4" Center to Center
Rectagular Cross Bars 2" Center to Center
Static Stati c Load Table – Loads & deflections are theoretical, based on a maximum allowable allowable fiber stress of 18,000 PSI. E = 30,000,00 0 PSI
Bar Size
3
/ 4 " x 1 / 8 "
3
/ 4 " x 3 / 16 16"
1
1" x / 8 "
3
1" x / 16 16"
1
1
1 / 4 " x / 8 "
1
3
1 / 4 " x / 16 16"
1
1
1 / 2 " x / 8 "
1
3
16" 1 / 2 " x / 16
3
3
1 / 4 "x / 16 16"
3
16" 2" x / 16
1
3
2 / 4 " x / 16 16"
1
3
2 / 2 " x / 16 16"
Type
Approximate Sec. Mod. Weight Per Foot #/Sq. Ft. of Width
Load Types
Maximum Safe Clear Span
2 '- 0 "
2'- 6"
3'- 0"
3 ' - 6"
4'- 0"
4' - 6"
5' - 0"
5'- 6"
1
/ 8 " Bar 3 16" Bar / 16
No. of Bars
150 .293
115 .391
91 .486
5.5 5.5
C D
459 .077
367 .120
306 .172
262 .234
230 .307
204 .387
15-W-4 15-W-2
6.9 7.0
U D
690 .096
442 .150
307 .216
225 .293
173 .393
136 .485
NOTE: When calculating loads that require serrated 1 bearing bars, subtract / 4 " from your grating depth and use that load table.
15-P-4 15-P-2
7.5 7.7
C D
690 .077
552 .120
460 .173
394 .235
345 .307
307 .389
15-W-4 15-W-2
6.2 6.4
U D
816 .072
522 .119
362 .162
266 .220
204 .294
161 .364
.451
.544
.649
15-P-4 15-P-2
6.9 7.2
C D
816 .058
653 .090
544 .129
466 .176
408 .230
363 .291
326 .359
297 .435
272 .518
15-W-4 15-W-2
9.0 9.3
U D
1227 .072
785 .113
545 .162
401 40 1 .221
307 .295
242 .365
196 .451
162 .545
136 .648
15-P-4 15-P-2
9.8 10.1
C D
1227 .058
982 .090
818 .130
701 70 1 .177
614 .231
545 .292
491 .361
446 .437
409 .520
15-W-4 15-W-2
7.5 7.9
U D
1281 .058
820 .090
569 .130
418 .177
320 .236
253 .293
205 .362
169 .436
142 .519
121 .610
105 .711
15-P-4 15-P-2
8.2 8.7
C D
1281 .046
1025 .072
854 .104
732 .142
641 .185
569 .234
512 .289
466 .350
427 .416
394 .489
366 .567
15-W-4 15-W-2
11.1 11.3
U D
1914 .058
1225 .090
850 .130
625 .177
479 .236
378 .292
306 .360
253 .436
213 .519
181 .608
156 .705
15-P-4 15-P-2
11.7 12.2
C D
1914 .046
1531 .072
1276 .104
1094 .141
957 .184
851 .234
766 76 6 .288
696 .349
638 .415
589 .487
547 .565
15-W-4 15-W-2
9.0 9.5
U D
1842 .048
1179 .075
819 .108
601 60 1 .147
461 .196
364 .243
295 .300
244 .363
205 .432
174 .506
150 .586
115 .767
91 .972
15-P-4 15-P-2
9.6 10.6
C D
1842 .038
1474 .060
1228 .086
1052 .118
921 .154
819 .194
737 .240
670 .290
614 .345
567 .406
526 .470
461 .615
409 .777
15-W-4 15-W-2
13.1 13.7
U D
2757 .048
1764 .075
1225 .108
900 .147
689 .192
545 .243
441 .300
365 .364
306 .432
261 .507
225 .588
172 .767
136 .972
15-P-4 15-P-2
13.8 14.8
C D
2757 .038
2206 .060
1838 .086
1575 .118
1379 .154
1225 .194
1103 .240
1003 .291
919 .346
848 .406
788 .477
689 .615
613 .779
15-W-4 15-W-2
15.2 15.8
U D
3753 .041
2402 .064
1668 .093
1226 .126
938 .165
741 .208
600 .257
496 .311
417 .371
355 .434
306 .504
235 .660
184 .828
15-P-4 15-P-2
15.8 16.9
C D
3753 .033
3002 .051
2502 .074
2145 .101
1877 .132
1668 .167
1501 .206
1365 .249
1251 .296
1115 .348
1072 .403
938 .527
834 .667
15-W-4 15-W-2
17.3 17.9
U D
4902 .036
3137 .056
2179 .081
1601 .110
1226 .144
968 .182
784 .225
648 .272
545 .324
464 .380
400 .441
306 .575
242 .729
15-P-4 15-P-2
17.9 19.0
C D
4902 .029
3922 .045
3268 .065
2801 .088
2451 .115
2179 .146
1961 .180
1783 .218
1634 .259
1508 .304
1401 .353
1226 .461
1089 .583
15-W-4 15-W-2
19.2 20.0
U D
6204 .032
3971 .050
2757 .072
2026 .098
1551 .128
1225 .162
993 .200
820 .242
689 .288
587 .338
506 .392
388 .512
306 .647
15-P-4 15-P-2
19.9 21.1
C D
6204 .026
4963 .040
4136 .058
3545 .078
3102 .102
2757 .130
2482 .160
2256 .194
2068 .230
1909 .270
1773 .314
1551 .410
1379 .519
15-W-4 15-W-2
21.3 22.1
U D
7659 .029
4902 .045
3404 .645
2501 .088
1915 .115
1513 .146
1225 .180
1037 .223
851 .259
725 .304
625 .353
479 .461
378 .583
15-P-4 15-P-2
22.0 23.2
C D
7659 .023
6127 .036
5106 .052
4377 .071
3830 .092
3404 .117
3064 .144
2785 .174
2553 .207
2357 .243
2188 .282
1915 .369
1702 .467
15-P-4 15-P-2
2 16 1 1 / 16 1 1 / 8
3 2 1 16 2 / 16 18
/ 8 " Bar / 16 16" Bar
No. of Bars
32 16 29 3 / 16 1 29 / 4
30 1 / 8 16 30 3 / 16
/ 8 " Bar 16" Bar / 16
3
9'- 0"
204 .215
16 16 1 / 16 1 16 / 8
1
8 '- 0 "
294 .150
17
3
7'- 0"
459 .096
15 1 / 8 15 3 / 16 16
1
6' - 6"
U D
4.8 4.8
0.153
0.23
0.272
0.409
0.427
0.638
0.614
0.919
1.251
1.634
2.068
2.553
1
3
16") serrated bearing bars would have EXAMPLE: (1 / 4" x / 16 3 16") non-serrated bearing bars, the same st rength as (1"x / 16 therefore you would use the 3 131 108 91 16") load table. (1" x / 16
Panel Width Chart in Inches Dimensions are Outside to Outside of Bearing Bars. No. of Bars
6'- 0"
NOTE: Spans and loads to the right of the heavy line exceed a deflection of 1 / 4 " for uniform loads of 100#/ sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
15-W-4 15-W-2
U - Safe Uniform Load in lbs. per sq. ft. C - Safe Concentrated Load in lbs. per foot of grating width. D - Deflection in inches.
Also Available in Stainless Steel
4
5
6
7
8
9
10
11
12
13
14
15
16
16 2 15 / 16 3
3 7 / 8 16 3 15 / 16
16 4 13 / 16 7 4 / 8
5 3 / 4 16 5 13 / 16
16 6 11 / 16 3 6 / 4
7 5 / 8 16 7 11 / 16
16 8 9 / 16 5 8 / 8
9 1 / 2 16 9 9 / 16
16 10 7 / 16 1 10 / 2
11 3 / 8 16 11 7 / 16
16 12 5 / 16 3 12 / 8
13 1 / 4 16 13 5 / 16
16 14 3 / 16 1 14 / 4
19 17 17 1 / 16 16
16 17 15 / 16 18
33
34 16 31 1 / 16 1 31 / 8
All American Grating
20
35 32 16 32 1 / 16
21 18 7 / 8 18 15 / 16 16
36 16 32 15 / 16 33
22
23
16 19 13 / 16 7 19 / 8
37
38
33 7 / 8 16 33 15 / 16
1-800-962-9692
20 3 / 4 20 13 / 16 16
•
16 34 13 / 16 7 34 / 8
24 16 21 11 / 16 3 21 / 4
25 22 5 / 8 22 11 / 16 16
26
27
28
29
30
31
16 23 9 / 16 5 23 / 8
24 1 / 2 24 9 / 16 16
16 25 7 / 16 1 25 / 2
26 3 / 8 26 7 / 16 16
16 27 5 / 16 3 27 / 8
28 1 / 4 28 5 / 16 16
39
Shaded columns indicate Standard Panel Width Width
35 3 / 4 16 35 13 / 16
www.aagrating.com
Carbon Steel Material: ASTM A-1011
•
[email protected]
15
11-W- 4 11-W - 2 11- P- 4 11-P 11-P -2 Steel Welded Welded Grating –
Carbon Steel Welded Bar Grating Carbon SteelPress-Locked Bar Grating 11
11-W- 4
11
Steel Pressure-Locked –
/ 16 16" Center to Center of Bearing Bars
11-W- 2
/ 16 16" Center to Center of Bearing Bars
11- P- 4
11- P- 2
1
1 Rectangular Rectangular / 4" Round Twisted Twisted / 4" Round Rou nd Twisted Twisted Cross Bars Cross Bars Cross Bars Cross Bars 4" Center to Center 2" Center to Center 4" Center to Center 2" Center to Center Static Load Table Table – Loads & deflections are theoretical, based based on a maximum allowable fiber stress of 18,000 PSI, E = 30,000,000 PSI
Type
Approximate Weight #/Sq. Ft.
11-W-4 11-W-2
6.1 6.6
11-P-4 11-P-2
6.6 7.6
C D
621 .076
496 .119
414 .173
355 .234
310 .308
277 .389
248 .478
11-W-4 11-W-2
9.1 9.0
U D
933 .095
597 .151
415 .216
305 .295
233 .374
184 .486
149 .599
11-P-4 11-P-2
9.7 10.4
C D
933 .076
746 .119
623 .173
534 .234
466 .308
414 .389
373 .480
11-W-4 11-W-2
8.0 8.5
U D
1107 .072
708 .111
492 .159
361 .219
277 .288
219 .366
177 .451
146 .547
123 .673
11-P-4 11-P-2
8.5 9.5
C D
1107 .057
885 .090
738 .129
632 .176
554 .231
493 .293
443 .360
402 .434
369 .518
16") serrated EXAMPLE: (1 / 4 " x / 16 bearing bars would have the 3 16") nonsame strength as (1" x / 16 serrated bearing bars, therefore 3 16") you would use the (1" x / 16 load table.
11-W-4 11-W-2
11.9 11.9
U D
1662 .072
1064 .111
739 .159
543 .219
416 .288
328 .366
266 .451
220 .547
185 .673
157 U - Safe Uniform Load in lbs. per sq. ft. .760
11-P-4 11-P-2
12.6 13.3
C D
1662 .057
1330 1109 .090 .129
950 .176
832 .231
738 .293
665 .360
605 .434
555 .518
510 510 .608
11-W-4 11-W-2
9.9 10.3
U D
1734 .057
1110 .090
771 .129
566 .176
434 .231
343 .291
277 .358
229 .433
193 .520
164 .608
142 .704
11-P-4 11-P-2
10.4 11.3
C D
1734 .046
1388 1157 .072 .104
991 .141
868 .183
772 .233
693 .288
630 .349
579 .416
533 .487
497 .565
11-W-4 11-W-2
14.9 14.8
U D
2592 .057
1659 1152 .090 .129
846 .176
648 .231
512 .291
415 .358
343 .433
288 245 .520 .608
212 .704
162 .921
11-P-4 11-P-2
15.6 16.2
C D
2592 .046
2074 1728 1481 1296 1152 1038 943 .072 .104 .141 .183 .233 .288 .349
864 .416
796 .487
742 .565
648 .737
11-W-4 11-W-2
11.8 12.6
U D
2493 .047
1596 1108 .075 .106
492 .243
399 .300
330 .365
277 .433
236 .506
204 .587
156 .774
123 .978
11-P-4 11-P-2
12.3 13.9
C D
2493 .038
1995 1662 1425 1246 1107 .059 .087 .117 .154 .195
998 .241
908 .289
831 .347
767 .406
714 .470
624 .614
554 .777
11-W-4 11-W-2
17.0 17.8
U D
3732 2388 1659 1219 .047 .075 .106 .147
597 .300
493 .365
415 .433
353 .506
305 .587
233 .774
184 .978
11-P-4 11-P-2
17.7 19.7
C D
3732 2985 2489 2133 1866 1658 1493 1356 1245 1147 1068 .038 .059 .087 .117 .154 .195 .241 .289 .347 .406 .470
932 .614
828 .777
11-W-4 11-W-2
20.4 20.8
U D
5082 3252 2259 1659 1271 1004 .042 .064 .092 .126 .165 .208
318 .664
251 .838
11-P-4 11-P-2
21.0 22.7
C D
5082 4065 3389 2903 2542 2259 2033 1848 1695 1563 1453 1272 .033 .052 .074 .101 .132 .167 .206 .249 .297 .347 .403 .527
1130 .667
11-W-4 11-W-2
23.2 23.8
U D
6636 4247 2949 2167 1659 1311 1062 877 .036 .056 .081 .111 .144 .183 .226 .273
328 .732
11-P-4 11-P-2
23.8 25.7
C D
6636 5309 4424 3792 3318 2950 2655 2412 2211 2041 1897 1660 1476 .029 .045 .064 .088 .115 .145 .180 .217 .259 .303 .353 .480 .583
11-W-4 11-W-2
25.9 26.5
U D
8400 .032
11-P-4 11-P-2
26.5 28.4
C D
8400 6720 5600 4800 4200 3733 3360 3055 2799 2584 2401 2100 1868 .026 .039 .057 .079 .102 .129 .160 .194 .230 .270 .314 .410 .518
11-W-4 11-W-2
28.7 29.3
U D
10368 6636 4608 3385 2592 2048 1659 1371 1152 .028 .044 .064 .088 .116 .145 .180 .217 .260
11-P-4 11-P-2
29.4 31.2
C D
10368 8295 6912 5924 5184 4608 4148 3770 3456 3192 2961 2592 2304 .023 .036 051 .071 .092 .116 .144 .173 .207 .242 .282 .369 .467
Bar Size
3
1
/ 4 " x / 8 "
3
3
16 " / 4 " x / 16
1
1" x / 8 "
3
16" 1" x / 16
1 1 / 4 " x 1 / 8 "
1
3
1 / 4 " x / 16 16"
1
1
1 / 2 " x / 8 "
1
3
1 / 2 " x / 16 16"
3
3
1 / 4 "x / 16 16"
3
16" 2" x / 16
1
3
2 / 4 " x / 16 16"
1
3
16" 2 / 2 " x / 16
Panel Width Chart in Inches No. Of Bars 1
/ 8 "Bar
3
/ 16"Bar
No. of Bars
2
Sec. Mod. Per Foot of Width
Load Types
0.207
U D
621 .095
397 .151
276 .216
203 .295
155 .374
123 .486
99 .596
0.311
0.369
0.554
0.578
0.864
0.831
1.244
1.694
2.212
2.8
3.456
Maximum Safe Clear Span
2'- 0" 2'- 6" 3'- 0" 3'- 6" 6" 4' - 0" 4' -6" 5' -0" 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" 9' -0"
3
4
5
6
7
8
9
10
1
3
7
9
1
15
5
5
1 / 2 2 / 16 2 / 8 3 / 16 4 / 4 4 / 16 5 / 8 6 / 16
7
1 9 / 16 2 1 / 4 2 15 / 16 3 5 / 8 4 5 / 16
9
933 .192
737 .243
813 .258
23
24
25
1
15
5
26
43
44
45
46
11
3
1
27
5
1
672 .310
565 .371
737 .325
933 .287
3
C - Safe Concentrated Load in lbs. per foot of grating width.
481 .435
628 .384
795 .338
982 .304
415 .506
542 .447
686 .393
846 .354
D - Deflection in inches.
415 .580
525 .512
648 .465
11
12
13
14
15
7
11
3
1
3
16
17
18
19
20
7
1
13
1
3
512 .586
21
7 16 8 / 8 9 / 16 9 / 4 10 / 16 11 / 8 11 / 16 12 / 2 13 / 16 13 / 8 7 / 16
5 11 / 16 6 3 / 8 7 1 / 16 7 3 / 4
1 13 1 3 7 9 1 15 16 9 / 8 9 / 16 10 / 2 11 / 16 16 11 / 8 12 / 16 13 / 4 13 / 16 8 7 / 16
28
29
30
31
32
33
34
35
36
37
38
39
40
11
3
1
3
7
1
13
1
3
7
9
1
15
47
48
49
50
51
52
53
54
3
7
1
13
1
3
7
41
5 16 4 16 8 16 16 22 / 8 22 / 16 16 23 / 2 24 / 16 16 24 / 8 25 / 16 16 26 / 4 26 / 16 16 27 / 8 18 18 / 16 19 / 8 20 / 16 20 / 4 21 / 16 / 8 " Bar 14 / 15 / 15 / 16 / 17 / 5 5 3 7 1 13 1 3 7 9 1 15 5 5 8 16 16 16 18 / 4 19 / 16 16 20 / 8 20 / 16 21 / 2 22 / 16 22 / 8 23 / 16 16 24 / 4 24 / 16 16 25 / 8 26 / 16 16 16 16 16 11 / 16 17 3 / 8 18 1 / 16 27 2711 / 16 3 / 16"Bar 14 / 15 / 1
No. of Bars
42
9 16 16 35 / 8 36 / 16 16 29 29 / 16 30 / 8 31 / 16 31 / 4 32 / 16 33 / 8 33 / 16 34 / 2 35 / 16 / 8 "Bar 28 / 3 1 3 7 1 13 1 3 7 9 1 15 5 16 29 / 4 30 / 16 31 / 8 31 / 16 16 32 / 2 33 / 16 33 / 8 34 / 16 16 35 / 4 35 / 16 16 36 / 8 3 / 16"Bar 28 / 8 29 / 16 1
5
5
415 .646
Also Available in Stainless Steel
Dimensions are Outside to Outside of Bearing Bars.
/ 16
22
623 .192
NOTE: When calculating loads that require 1 serrated bearing bars, subtract / 4 " from your grating depth and use that load table.
5376 3733 2743 2100 1659 1344 1111 .050 .072 .098 .127 .162 .199 .241
13
/ 8
814 .147
NOTE: Spans and loads to the right of the heavy line exceed a deflection of 1 / 4 " for uniform loads of 100#/sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
Maximum Available Panel Width: 1 4" ) Maximum 2'-0" (24 / Carbon Steel Material : ASTM A-1011
[email protected]
16
19 - SG - 4 19 - SG-2 19-AP-4 19-AP-2
Aluminum Swage Locked Bar Grating Press-Locked Rectangular Bar Grating
Swage-Locked – 1 3 / 16 16" Center to Center of Bearing Bars 19-SG-4
Pressure-Locked – 1 3 / 16 16" Center to Center of Bearing Bars
19-SG-2
Swaged Cross Bars 4" Center to Center
19-AP-4
Swaged Cross Bars 2" Center to Center
19-AP-2
Rectangular Cross Bars 4" Center to Center
Rectangular Cross Bars 2" Center to Center
Static Load Table Table – Loads & deflections are theoretical, based based on a fiber stress of 12,000 PSI, E = 10,000,000 PSI.
Bar Size
3
3
/ 4 " x / 16"
1" x 1 / 8 "
1" x 3 / 16"
1 1 / 4 " x 1 / 8 "
1
3
1 / 4 " x / 16"
1 1 / 2 " x 1 / 8 "
1 1 / 2 " x 3 / 16"
1 3 / 4 " x 3 / 16"
2" x 3 / 16"
2 1 / 4 " x 3 / 16 16"
16" 2 1 / 2 " x 3 / 16
Approximate Sec. Mod. Weight Per Ft. #/Sq. Ft. of Width
Type
19-SG-4 19-SG-2
2.1 2.1
19-AP-4 19-AP-2
2.4 2.4
19-SG-4 19-SG-2
1.9 1.9
19-AP-4 19-AP-2
2.2 2.2
19-SG-4 19-SG-2
2.7 2.7
19-AP-4 19-AP-2
3.0 3.0
19-SG-4 19-SG-2
2.3 2.3
19-AP-4 19-AP-2
2.6 2.6
19-SG-4 19-SG-2
3.2 3.2
19-AP-4 19-AP-2
3.5 3.6
19-SG-4 19-SG-2
2.7 2.8
19-AP-4 19-AP-2
3.0 3.2
19-SG-4 19-SG-2
3.8 3.9
19-AP-4 19-AP-2
4.1 4.4
19-SG-4 19-SG-2
4.4 4.5
19-AP-4 19-AP-2
4.7 5.0
19-SG-4 19-SG-2
5.0 5.2
19-AP-4 19-AP-2
5.3 5.7
19-SG-4 19-SG-2
5.5 5.7
19-AP-4 19-AP-2
5.8 6.3
19-SG-4 19-SG-2
6.1 6.3
19-AP-4 19-AP-2
6.4 6.9
0.183
0.216
0.325
0.339
0.507
0.488
0.73
0.994
1.299
1.644
2.029
Load Types
Maximum Safe Clear Span
2'-0" 2'-6" 3' -0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7' -0" 8' -0" 9' -0" NOTE: Spans and loads to the right of the heavy
U D
366 .192
234 .300
163 .433
120 .591
92 .769
C D
366 .154
293 .240
244 .346
209 .470
183 .615
U D
432 .144
276 .224
192 .323
141 .440
108 108 .587
C D
432 .115
346 .180
288 .259
247 .352
216 .460
U D
650 .144
416 .226
289 .325
212 .442
163 .591
128 .729
C D
650 .116
520 .180
433 .260
371 .353
325 .462
289 .585
U D
678 .116
434 .181
301 30 1 .260
221 .353
170 .473
134 .585
C D
678 .093
542 .144
452 .208
387 .283
339 .370
301 .468
1
line exceed a deflection of / 4 " for uniform loads of 100#/sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
FINISH: Panels shall be supplied with a mill finish unless otherwise specified.
NOTE: When calculating loads that require 1 serrated bearing bars, subtract / 4 " from your grating depth and use that load table. 1 3 16") serrated bearing EXAMPLE: (1 / 4 " x / 16 bars would have the same strength as 3 16") non-serrated bearing bars, there(1"x / 16 3 16") load table. fore you would use the (1" x / 16
U - Safe Uniform Load in Lbs. per sq. ft.
C - Safe Concentrated Load
U D
1014 .115
649 .180
451 .259
331 .353
254 .471
200 .582
162 .719
134 .871
C D
1014 .092
811 81 1 .144
676 67 6 .207
579 .282
507 .369
451 .467
406 .577
359 .697
U D
976 97 6 .096
625 .150
434 .216
319 .294
244 .392
193 .486
156 .599
129 .725
C D
976 97 6 .077
781 .120
651 .173
558 .235
488 .307
434 .389
390 .479
355 .580
U D
1460 .096
934 .150
649 .216
477 .294
365 .392
288 .485
234 .601
193 .726
162 138 .863 1.012
C D
1460 1168 .077 .120
973 .173
834 .235
730 .307
649 .389
584 .480
531 .581
487 .692
449 .811
U D
1988 1272 .082 .129
884 .185
649 .252
497 .336
393 .417
318 .514
263 .623
221 .741
188 162 124 .868 1.006 1.314
C D
1988 1590 1325 1136 .066 .103 .148 .202
994 .263
884 .334
795 .411
723 .498
663 .593
612 .696
568 497 .807 1.053
U D
2598 1663 .072 .113
650 .294
513 .365
416 .451
344 .545
289 .649
246 .761
212 162 128 .882 1.150 1.455
C D
2598 2078 1732 1485 1299 1155 .058 .090 .130 .177 .231 .292
1039 .360
945 .436
866 .519
799 .608
742 .706
U D
3288 2104 1461 1074 .064 .100 .144 .196
526 .400
435 .484
365 .576
311 31 1 .676
268 206 162 .783 1.027 1.293
C D
3288 2630 2192 1879 1644 1461 1315 .051 .080 .115 .157 .205 .259 .320
1196 .387
1096 1012 .461 .541
939 .627
822 731 .819 1.037
U D
4058 2597 1804 1325 .058 .090 .130 .176
537 .436
451 .519
331 .705
254 200 .923 1.164
C D
4058 3246 2705 2319 2029 1804 1623 1476 1353 1249 1159 .046 .072 .104 .141 .184 .233 .288 .349 .415 .487 .564
1155 .162
848 .221
822 .261
1015 .235
649 .324
802 .292
649 .360
in Lbs. per foot of grating width.
D - Deflection in inches.
384 .608
650 577 .923 1.166
1015 .738
902 .933
Panel Width Chart in Inches Dimensions are Outside to Outside of Bearing Bars. No. of Bars
2
3
4
5
6
7
8
9
10
11
12
13
14
15 3
16
1
/ 8 " Bar
1 5 / 16 16
2 1 / 2
3 11 / 16
4 7 / 8
6 1 / 16
7 1 / 4
8 7 / 16
9 5 / 8
10 13 / 16 16
12
13 3 / 16 16
14 3 / 8
15 9 / 16 16
16 / 4
17 15 / 16
3
/ 16" Bar
1 3 / 8
16 2 9 / 16
3 3 / 4
16 4 15 / 16
6 1 / 8
7 5 / 16
8 1 / 2
9 11 / 16
10 7 / 8
12 1 / 16
13 1 / 4
16 14 7 / 16
15 5 / 8
16 13 / 16
18
No. of Bars
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
11
7
1
1
7
5
13
3
3
9
1
/ 8 " Bar
1
19 / 8
5
16 20 / 16
21 / 2
16 22 / 16
23 / 8
16 25 / 16
26 / 4
16 27 / 16
28 / 8
16 29 / 16
31
32 / 16
33 / 8
34 / 16
35 3 / 4
3
16 19 3 / 16
20 3 / 8
16 21 9 / 16
22 3 / 4
23 15 / 16
25 1 / 8
26 5 / 16
27 1 / 2
16 28 11 / 16
29 7 / 8
31 1 / 16
32 1 / 4
33 7 / 16
34 5 / 8
35 13 / 16
16" Bar / 16
Shaded columns indicate Standard Panel Width Width Material: Bearing bars shall be aluminum alloy 6061-T6. Cross Bars shall be aluminum alloy 6063-T1. Per ASTM B-221.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
17
15-SG - 4 15 -SG-2 15-AP-4 15-AP-2
Aluminum Swage Locked Bar Grating Press-Locked Rectangular Bar Grating
Swage-Locked – 15 / 16 16" Center to Center of Bearing Bars 15-SG-4
16" Center to Center of Bearing Bars / 16
15-AP-4
15-SG-2
Swaged Cross Bars 4" Center to Center
15
Pressure-Locked –
15-AP-2
Rectangular Cross Bars 4" Center to Center
Swaged Cross Bars 2" Center to Center
Rectangular Cross Bars 2" Center to Center
Stati c Load Table Table –– Loads & deflections are theoretical, based on a maximum allowable allowable fiber stress of 12,000 PSI. E = 10 10,000,000 ,000,000 PSI.
Bar Size
3
3
16" / 4 " x / 16
1
1" x / 8 "
3
1" x / 16 16"
1
1
1 / 4 " x / 8 "
16" 1 1 / 4 " x 3 / 16
1
1
1 / 2 " x / 8 "
1
3
1 / 2 " x / 16 16"
3
3
1 / 4 " x / 16 16"
3
2" x / 16 16"
1
3
16" 2 / 4 " x / 16
1
3
16" 2 / 2 " x / 16
Approximate Sec. Mod. Weight Per Ft. Load #/Sq. Ft. of Width Types
Type
15-SG-4 15-SG-2
2.5 2.6
15-AP-4 15-AP-2
2.8 2.9
15-SG-4 15-SG-2
2.3 2.3
15-AP-4 15-AP-2
2.6 2.6
15-SG-4 15-SG-2
3.3 3.3
15-AP-4 15-AP-2
3.6 3.6
15-SG-4 15-SG-2
2.8 2.8
15-AP-4 15-AP-2
3.1 3.1
15-SG-4 15-SG-2
4.0 4.0
15-AP-4 15-AP-2
4.3 4.3
15-SG-4 15-SG-2
3.3 3.4
15-AP-4 15-AP-2
3.6 3.8
15-SG-4 15-SG-2
4.7 4.8
15-AP-4 15-AP-2
5.0 5.3
15-SG-4 15-SG-2
5.4 5.6
15-AP-4 15-AP-2
5.8 6.0
15-SG-4 15-SG-2
6.2 6.4
15- AP-4 15-AP-2
6.5 6.9
15-SG-4 15-SG-2
6.8 7.1
15- AP-4 15-AP-2
7.1 7.6
15-SG-4 15-SG-2
7.6 7.8
15-AP-4 15-AP-2
7.9 8.4
0.230
0.272
0.409
0.427
0.638
0.614
0.919
1.251
1.634
2.068
2.553
Panel Width Chart in Inches No. of Bars 1
/ 8 " Bar 16" Bar / 16
3
No. of Bars 1
/ 8 " Bar / 16 16" Bar
3
No. of Bars 1
/ 8 " 3 16" / 16
Bar Bar
Maximum Safe Clear Span
2' -0"
2' - 6"
3' - 0"
3 ' - 6"
4' -0 - 0"
4' - 6"
5'- 0"
5'- 6"
6'-0"
6' -6"
7' - 0 "
8' - 0"
9' - 0"
U D
460 .192
294 .299
204 .431
150 .587
115 .768
C D
460 .154
368 .240
307 .346
263 .470
230 .614
U D
544 .122
348 .238
242 .411
178 .652
136 .973
C D
544 .115
435 .180
363 .259
311 31 1 .352
272 .460
U D
818 .144
524 .226
364 .325
267 .442
205 .579
162 .733
C D
818 .117
654 .180
545 .260
467 .354
409 .462
364 .586
U D
854 .116
547 .181
380 .261
279 .354
214 .473
169 .587
C D
854 .093
683 .145
569 .208
488 .283
427 .370
380 .469
U D
1276 .115
817 .180
567 .259
417 .353
319 .471
252 .583
204 .720
169 .873
C D
1276 .092
1021 .144
857 .208
729 .282
638 .369
567 .467
510 .576
464 .697
U D
1228 .096
786 .150
546 .216
401 .294
307 .392
243 .487
196 .598
162 .724
C D
1228 .077
982 .120
819 .173
702 .235
614 .307
546 .389
491 .480
447 .581
U D
1838 .096
1176 .150
817 .216
600 .294
460 .393
363 .486
294 .600
243 .726
204 .864
174 1.015
C D
1838 .077
1470 .120
1225 .173
1050 .235
919 .307
817 .389
735 .480
668 .581
613 .692
566 .812
U D
2502 .082
1601 .129
1112 .185
817 .252
626 .337
494 .417
400 .514
331 .622
278 .741
237 .870
204 1.007
156 1.314
C D
2502 .066
2002 .103
1668 .148
1430 .202
1251 .264
1112 .333
1001 .412
910 .498
834 .593
770 .696
715 .807
626 1.055
U D
3268 .072
2092 .113
1452 .162
1067 .214
817 .294
646 .365
523 .450
432 .544
363 .648
309 .760
267 .883
204 1.151
161 1.455
C D
3268 .058
2614 .090
2179 .130
1867 .176
1634 .230
1452 .292
1307 .360
1188 .436
1089 .518
1006 .609
934 .706
817 .922
726 1.166
U D
4136 .064
2647 .100
1838 .144
1351 .196
1034 .261
817 .324
662 .400
547 .484
460 .577
392 .677
338 .785
259 204 1.026 1.294
C D
4136 .051
3309 .080
2757 .115
2363 .157
2068 .205
1838 .259
1654 .320
1504 .387
1379 .461
1273 .541
1182 .627
1034 .819
919 1.037
U D
5106 .058
3268 .090
2269 .130
1667 .176
1277 .235
1009 .292
817 .360
675 .436
567 .518
483 .608
417 .706
319 .922
252 1.166
C D
5106 .046
4085 .072
3404 .104
2918 .141
2553 .184
2269 .233
2042 .288
1857 .349
1702 .415
1571 .487
1459 .565
1277 .738
1135 .934
NOTE: Spans and loads to the right of the heavy line exceed a deflection of 1 / 4" for uniform loads of 100#/sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer. FINISH: Panels shall be supplied with a mill finish unless otherwise specified. NOTE: When calculating loads that require 1 serrated bearing bars, subtract / 4 " from your grating depth and use that load table. 1 3 16") serrated bearing EXAMPLE: (1 / 4 " x / 16 bars would have the same strength as 3 16") non-serrated bearing bars, there(1"x / 16 3 16") load table. fore you would use the (1" x / 16
U - Safe Uniform Load in Lbs. per sq. ft.
C - Safe Concentrated Load in Lbs. per foot of grating width.
D - Deflection in inches.
Dimensions are Outside to Outside of Bearing Bars.
2 16 1 1 / 16 1 1 / 8
3 2 16 2 1 / 16
15
4 16 2 / 16 3
5 3 7 / 8 16 3 15 / 16
6 16 4 / 16 4 7 / 8
17 15 1 / 8 16 15 3 / 16
18 16 16 1 / 16 16 1 / 8
19 17 16 17 1 / 16
20 16 17 15 / 16 18
21 22 7 16 18 / 8 19 13 / 16 15 16 18 / 16 19 7 / 8
23 24 3 16 20 / 4 21 11 / 16 13 16 20 / 16 21 3 / 4
32 16 29 3 / 16 1 29 / 4
33 30 1 / 8 16 30 3 / 16
34 31 1 / 16 16 1 31 / 8
35 32 16 32 1 / 16
36 32 15 / 16 16 33
38 34 13 / 16 16 7 34 / 8
13
7 5 3 / 4 16 5 13 / 16
8 16 6 / 16 6 3 / 4 11
37 33 7 / 8 16 33 15 / 16
9 7 5 / 8 16 7 11 / 16
39 35 3 / 4 16 35 13 / 16
10 16 8 9 / 16 8 5 / 8
11 9 1 / 2 16 9 9 / 16
12 16 10 7 / 16 10 1 / 2
13 11 3 / 8 16 11 7 / 16
14 16 12 5 / 16 12 3 / 8
15 13 1 / 4 16 13 5 / 16
16 16 14 3 / 16 14 1 / 4
25 22 5 / 8 16 22 11 / 16
26 16 23 9 / 16 23 5 / 8
27 24 1 / 2 16 24 9 / 16
28 16 25 7 / 16 25 1 / 2
29 26 3 / 8 16 26 7 / 16
30 16 27 5 / 16 27 3 / 8
31 28 1 / 4 16 28 5 / 16
Shaded columns indicate Standard Panel Width Width Material: Bearing Bars shall be Aluminum Alloy 6061-T6. Cross Bars shall be Aluminum Alloy 6063-T1. Per ASTM B-221.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
18
11-SG-4 11-SG-2 11-AP-4 11-AP-2 Swage-Locked –
Aluminum Swage Locked Bar Grating Press-Locked Rectangular Bar Grating
11
11-SG-4
16" Center to Center of Bearing Bars / 16
11-AP- 4
11-SG-2
Swaged Cross Bars 4" Center to Center
11
Pressure-Locked –
16" Center to Center of Bearing Bars / 16
Swaged Cross Bars 2" Center to Center
11-AP-2
Rectangular Cross Bars 4" Center to Center
Rectangular Cross Bars 2" Center to Center
Static Load Table Table – Loads & deflections are theoretical, based on a maximum allowable allowable fiber stress of 12,000 PSI. E = 10,000,000 PSI.
Bar Size
Type
3
16" / 4 " x 3 / 16
1" x 1 / 8 "
16" 1" x 3 / 16
1 1 / 4 " x 1 / 8 "
1 1 / 4 " x 3 / 16 16"
1 1 / 2 " x 1 / 8 "
3 1 1 / 2 " x / 16" 16
3 1 3 / 4 " x / 16" 16
16" 2" x 3 / 16
3 16" 16 2 1 / 4 " x /
3 2 1 / 2 " x / 16" 16
Approximate Sec. Mod. Weight Per Ft. #/Sq. Ft. of Width
11-SG-4 11-SG-2
3.3 3.1
11- AP- 4 11-AP-2
3.6 3.6
11-SG-4 11-SG-2
3.0 3.5
11- AP- 4 11-AP-2
3.3 3.8
11-SG-4 11-SG-2
4.3 4.1
11- AP- 4 11-AP-2
4.6 4.6
11-SG-4 11-SG-2
3.6 3.6
11- AP- 4 11-AP-2
4.0 3.9
11-SG-4 11-SG-2
5.3 5.1
11- AP- 4 11-AP-2
5.6 5.6
11-SG-4 11-SG-2
4.3 4.4
11- AP- 4 11-AP-2
4.6 4.9
11-SG-4 11-SG-2
6.3 6.2
11- AP- 4 11-AP-2
6.6 6.9
11-SG-4 11-SG-2
7.2 7.2
11- AP- 4 11-AP-2
7.6 7.9
11-SG-4 11-SG-2
8.2 8.2
11- AP- 4 11-AP-2
8.6 8.9
11-SG-4 11-SG-2
9.2 9.1
11- AP- 4 11-AP-2
9.5 9.8
11-SG-4 11-SG-2
10.2 10.0
11- AP- 4 11-AP-2
10.5 10.7
Panel Width Chart in Inches No. Of Bars 1
/ 8 "Bar
3
/ 16"Bar
No. of Bars
2
Load Types
0.311
0.369
0.554
0.578
0.864
0.831
1.244
1.694
2.212
2.800
3.456
622 .192
398 .299
276 .432
203 .587
156 .769
C D
622 .154
498 .240
414 .346
355 .470
312 .614
U D
738 .144
472 .225
328 .324
241 .442
185 .578
146 .729
C D
738 .115
590 .180
492 .260
422 .353
370 .460
329 .584
U D
1108 .144
709 .225
493 .324
362 .440
277 .576
219 .730
177 .900
C D
1108 .115
886 .180
740 .259
634 .353
554 .461
493 .584
443 .721
U D
1156 .115
740 .180
514 .259
378 .353
289 .461
228 .581
185 .721
C D
1156 .092
925 .144
771 .207
662 .282
578 .369
513 .466
463 .578
U D
1728 .115
1106 .180
768 76 8 .259
564 .353
432 .462
341 .583
276 .721
228 .871
C D
1728 .092
1383 .144
1152 .207
987 .282
864 .369
767 .466
690 .576
627 .698
U D
1662 .096
1064 .150
739 .216
543 .294
416 .384
328 .487
266 .600
219 .724
184 .861
C D
1662 1330 .077 .120
1109 .173
950 .235
832 .307
738 .389
665 .481
602 .581
552 .689
U D
2488 1592 .096 .150
1106 .216
812 .294
622 .384
491 .487
398 .601
328 .728
276 27 6 .865
235 1.011
C D
2488 1990 .077 .120
1659 .173
1421 .235
1244 .307
1105 .389
995 .480
902 .581
828 .692
764 .811
U D
3388 2168 .082 .129
1506 .185
1106 .252
847 .387
669 .417
542 .514
447 .621
376 .741
320 276 27 6 212 .868 1.009 1.321
C D
3388 2710 .066 .103
2259 1936 .148 .202
1694 .263
1505 .333
1355 .411
1229 .498
1128 .593
1040 .695
966 .807
848 1.053
U D
4424 2831 1966 .072 .113 .162
1106 .288
874 87 4 .364
708 .450
584 .545
491 .649
418 .759
361 .880
277 219 1.153 1.460
C D
4424 3539 2949 2527 2212 .058 .090 .130 .176 .230
1967 .292
1770 .360
1606 .436
1473 .519
1359 .608
1264 .706
1108 .922
U D
5600 3584 2489 1828 .064 .100 .144 .196
1106 .324
896 .400
739 .484
622 .576
529 .677
456 .784
350 277 1.026 1.297
C D
5600 4480 3734 3199 2800 2489 2240 2032 1866 .051 .080 .115 .157 .205 .259 .320 .387 .461
1719 .541
1596 .627
1400 1247 .819 1.036
U D
6912 4424 3072 2257 1728 .058 .090 .130 .176 .230
767 .518
653 .609
563 .706
432 .920
342 1.166
C D
6912 5530 4608 3950 3456 3071 2765 .046 .072 .104 .141 .184 .233 .288
2508 2301 .348 .415
2122 .487
1971 1728 .565 .737
1539 .933
3
4
5
6
7
8
9
10
1
3
7
9
1
15
5
5
1 / 2 2 / 16 2 / 8 3 / 16 4 / 4
7
1 9 / 16 2 1 / 4 2 15 / 16 3 5 / 8 4 5 / 16
9
1444 .221
1400 .256
FINISH: Panels shall be supplied with a mill finish unless otherwise specified.
1365 .292
NOTE: When calculating loads that require 1 serrated bearing bars, subtract / 4 " from your grating depth and use that load table. 1 3 16") serrated bearing EXAMPLE: (1 / 4 " x / 16 bars would have the same strength as 3 16") non-serrated bearing bars, there(1"x / 16 3 16") load table. fore you would use the (1" x / 16
U - Safe Uniform Load in Lbs. per sq. ft.
C - Safe Concentrated Load
1106 .360
912 .436
in Lbs. per foot of grating width.
D - Deflection in inches.
986 1.166
Dimensions are Outside to Outside of Bearing Bars.
/ 16
22
NOTE: Spans and loads to the right of the heavy line 1 exceed a deflection of / 4 " for uniform loads of 100#/sq. ft. which provide safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
U D
13
/ 8
Maximum Safe Clear Span
2' -0" 2'-6" 3' -0" 3' - 6" 4' -0 -0" 4' -6" 5' -0 -0" 5'- 6" 6' -0 -0" 6' - 6" 7'- 0" 8'- 0" 9'- 0"
23
24
25
1
15
5
26
43
44
45
46
11
3
1
27
4 / 16 5 / 8 6 / 16 5
3 5 11 / 16 16 6 / 8
11
12
13
14
15
7
11
3
1
3
16
17
18
19
20
7
1
13
1
3
7 16 8 / 8 9 / 16 9 / 4 10 / 16 16 11 / 8 11 / 16 12 / 2 13 / 16 13 / 8 7 / 16
7 1 / 16 7 3 / 4
7 9 1 15 8 7 / 16 9 1 / 8 9 13 / 16 10 1 / 2 11 3 / 16 16 11 / 8 12 / 16 13 / 4 13 / 16
28
29
30
31
32
33
34
35
36
37
38
39
40
11
3
1
3
7
1
13
1
3
7
9
1
15
47
48
49
50
51
52
53
54
3
7
1
13
1
3
7
41
5 16 22 / 8 22 / 16 16 23 / 2 24 / 16 16 24 / 8 25 / 16 16 26 / 4 26 / 16 16 27 / 8 / 8 " Bar 14 / 16 15 / 4 15 / 16 16 / 8 17 / 16 18 18 / 16 19 / 8 20 / 16 20 / 4 21 / 16 5 5 3 7 1 13 1 3 7 9 1 15 5 5 16 16 11 / 16 17 3 / 8 18 1 / 16 27 27 11 / 16 16 16 18 / 4 19 / 16 16 20 / 8 20 / 16 21 / 2 22 / 16 16 22 / 8 23 / 16 16 24 / 4 24 / 16 16 25 / 8 26 / 16 16 3 / 16"Bar 14 / 8 15 / 16 1
No. of Bars
42
9 16 35 / 8 36 / 16 16 / 8 "Bar 28 / 16 29 29 / 16 30 / 8 31 / 16 31 / 4 32 / 16 33 / 8 33 / 16 34 / 2 35 / 16 3 1 3 7 1 13 1 3 7 9 1 15 5 16 29 / 4 30 / 16 31 / 8 31 / 16 16 32 / 2 33 / 16 33 / 8 34 / 16 16 35 / 4 35 / 16 16 36 / 8 3 / 16"Bar 28 / 8 29 / 16 1
5
5
21
All American Grating
1-800-962-9692
•
www.aagrating.com
•
Material: Bearing Bars shall be Aluminum Alloy 6061-T6. Cross Bars shall be Aluminum Alloy 6063-T1. Per ASTM B-221.
[email protected]
19
Close Mesh
Steel Pressure-Lock Pressure-Locked ed
Carbon Steel & Stainless Steel Pressure-Lock Pressure-Locked ed 13 - P - 4
13 - P - 2
10 - P - 4
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
4" Center to Center of Rectangular Cross Bars
13 / 16 16" Center to Center of Bearing Bars
Type
Approximate Lbs. Per Square Foot
3
/ 4 " x 1 / 8 "
13 - P - 4 13 - P - 2
5.8 6.7
3
13 - P - 4
7.8
13 - P - 2
9.2
13 - P - 4
7.1
Bar Size
/ 4 " x 3 / 16 16" 1" x 1 / 8 "
s r e d r O l a i c e p S
13 - P - 2
8.1
13 - P - 4
10.2
13 - P - 2
11.6
13 - P - 4
8.9
13 - P - 2
9.9
1 1 / 4 " x 3 / 16 16"
13 - P - 4
12.7
13 - P - 2
14.1
1 1 / 2 " x 1 / 8 "
13 - P - 4
10.8
13 - P - 2
12.1
1 1 / 2 " x 3 / 16 16"
13 - P - 4
15.3
13 - P - 2
17.2
1 3 / 4 " x 3 / 16 16"
13 - P - 4
17.8
13 - P - 2
19.7
2" x 3 / 16 16"
13 - P - 4
20.5
13 - P - 2
22.4
2 1 / 4 " x 3 / 16 16"
13 - P - 4
22.7
13 - P - 2
24.6
2 1 / 2 " x 3 / 16 16"
13 - P - 4
25.0
13 - P - 2
26.9
1" x 3 / 16 16" 1 1 / 4 " x 1 / 8 "
10 - P - 2 2" Center to Center of Rectangular Cross Bars
5 / 8 " Center to Center of Bearing Bars
Type
Approximate Lbs. Per Square Foot
3
/ 4 " x 1 / 8 "
10 - P - 4 10 - P - 2
7.1 8.1
3
10 - P - 4
10.7
10 - P - 2
12.1
10 - P - 4
9.0
10 - P - 2
10.0
10 - P - 4
13.8
10 - P - 2
15.2
Bar Size
/ 4 " x 3 / 16 16" 1" x 1 / 8 "
s r e d r O l a i c e p S
1" x 3 / 16 16"
10 - P - 4
11.2
10 - P - 2
12.2
1 1 / 4 " x 3 / 16 16"
10 - P - 4
16.2
10 - P - 2
17.6
1 1 / 2 " x 1 / 8 "
10 - P - 4
13.5
10 - P - 2
14.8
1 1 / 2 " x 3 / 16 16"
10 - P - 4
20.4
10 - P - 2
22.3
1 3 / 4 " x 3 / 16 16"
10 - P - 4
23.5
10 - P - 2
25.4
2" x 3 / 16 16"
10 - P - 4
26.6
1 1 / 4 " x 1 / 8 "
1 3 2 / 4 " x / 16 16"
2 1 / 2 " x 3 / 16 16"
10 - P - 2
28.5
10 - P - 4
29.6
10 - P - 2
31.5
10 - P - 4
32.7
10 - P - 2
34.6
8-P-4
8-P-2
7-P-4
7-P-2
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
1 / 2 " Center to Center of Bearing Bars
Type
Approximate Lbs. Per Square Foot
/ 4 " x 1 / 8 "
8-P-4 8-P-2
8.7 9.7
3
8-P-4
12.3
8-P-2
13.7
8-P-4
11.5
8-P-2
12.54
8-P-4
16.5
8-P-2
17.9
8-P-4
14.2
8-P-2
15.2
8-P-4
20.7
8-P-2
22.1
8-P-4
17.2
8-P-2
18.5
8-P-4
25.0
8-P-2
26.9
8-P-4
29.4
8-P-2
31.3
8-P-4
33.2
8-P-2
35.1
8-P-4
37.3
8-P-2
39.2
8-P-4
41.4
8-P-2
43.3
Bar Size 3
16" / 4 " x 3 / 16 1
1" x / 8 "
s r e d r O l a i c e p S
7 / 16 16" Center to Center of Bearing Bars
16" 1" x 3 / 16
1 1 / 4 " x 1 / 8 " 16" 1 1 / 4 " x 3 / 16
1 1 / 2 " x 1 / 8 " 16" 1 1 / 2 " x 3 / 16
1 3 / 4 " x 3 / 16 16" 16" 2" x 3 / 16
2 1 / 4 " x 3 / 16 16" 16" 2 1 / 2 " x 3 / 16
All American Grating
1-800-962-9692
Bar Size
Type 7-P-4
9.8
7-P-2
10.8
/ 4 " x 3 / 16 16"
7-P-4
13.7
7-P-2
15.1
1" x 1 / 8 "
7-P-4
12.7
7-P-2
13.7
1" x 3 / 16 16"
7-P-4
18.1
7-P-2
19.5
1 1 / 4 " x 1 / 8 "
7-P-4
15.7
7-P-2
16.7
1 1 / 4 " x 3 / 16 16"
7-P-4
22.6
7-P-2
24.0
1 1 / 2 " x 1 / 8 "
7-P-4
18.9
7-P-2
20.2
1 1 / 2 " x 3 / 16 16"
7-P-4
27.2
7-P-2
29.1
3
/ 4 " x 1 / 8 "
3
s r e d r O l a i c e p S
16" 1 3 / 4 " x 3 / 16
2" x 3 / 16 16" 16" 2 1 / 4 " x 3 / 16
2 1 / 2 " x 3 / 16 16"
•
Approximate Lbs. Per Square Foot
www.aagrating.com
•
7-P-4
31.6
7-P-2
33.5
7-P-4
36.2
7-P-2
38.1
7-P-4
40.1
7-P-2
42.0
7-P-4
45.9
7-P-2
47.8
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20
Close Mesh
Aluminum Pressure-Locked Grating
Aluminum Pressure-Locked 13 - AP - 4
13 - AP - 2
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
10 - AP - 4 4" Center to Center of Rectangular Cross Bars
13 / 16" Center to Center of Bearing Bars
Bar Size 3
16" / 4 " x 3 / 16
1" x 1 / 8 " 16" 1" x 3 / 16
s r e d r O l a i c e p S
1 1 / 4 " x 1 / 8 " 16 " 1 1 / 4 " x 3 / 16
1 1 / 2 " x 1 / 8 " 16" 1 1 / 2 " x 3 / 16
1 3 / 4 " x 3 / 16 16" 16" 2" x 3 / 16
2 1 / 4 " x 3 / 16 16" 16" 2 1 / 2 " x 3 / 16
Type
Approximate Lbs. Per Square Foot
13 - AP - 4
2.7
13 - AP - 2
3.2
13 - AP - 4
2.6
13 - AP - 2
2.9
13 - AP - 4
3.5
13 - AP - 2
4.0
13 - AP - 4
3.2
13 - AP - 2
3.5
13 - AP - 4
4.4
13 - AP - 2
4.9
13 - AP - 4
3.8
13 - AP - 2
4.3
13 - AP - 4
5.3
13 - AP - 2
6.0
13 - AP - 4
6.1
13 - AP - 2
6.8
13 - AP - 4
7.1
13 - AP - 2
7.8
13 - AP - 4
7.8
13 - AP - 2
8.5
13 - AP - 4
8.6
13 - AP - 2
9.3
10 - AP - 2
5 / 8 " Center to Center of Bearing Bars
Type
Approximate Lbs. Per Square Foot
3
/ 4 " x 1 / 8 "
10 - AP - 4 10 - AP - 2
2.4 2.9
3
/ 4 " x 3 / 16 16"
10 - AP - 4
3.6
10 - AP - 2
4.1
1" x 1 / 8 "
10 - AP - 4
3.1
10 - AP - 2
3.6
1" x 3 / 16 16"
10 - AP - 4
4.7
10 - AP - 2
5.2
1 1 / 4 " x 1 / 8 "
10 - AP - 4
3.9
10 - AP - 2
4.4
1 1 / 4 " x 3 / 16 16"
10 - AP - 4
5.9
10 - AP - 2
6.4
1 1 / 2 " x 1 / 8 "
10 - AP - 4
4.7
10 - AP - 2
5.2
1 1 / 2 " x 3 / 16 16"
10 - AP - 4
7.1
Bar Size
s r e d r O l a i c e p S
16" 1 3 / 4 " x 3 / 16
2" x 3 / 16 16" 16" 2 1 / 4 " x 3 / 16
2 1 / 2 " x 3 / 16 16"
8 - AP - 4
8 - AP - 2
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
s r e d r O l a i c e p S
Type
/ 4 " x 3 / 16 16"
8 - AP - 4
4.5
8 - AP - 2
4.8
1" x 1 / 8 "
8 - AP - 4
4.0
8 - AP - 2
4.3
1" x 3 / 16 16"
8 - AP - 4
5.8
8 - AP - 2
6.2
1 1 / 4 " x 1 / 8 "
8 - AP - 4
4.9
8 - AP - 2
5.2
1 1 / 4 " x 3 / 16 16"
8 - AP - 4
7.2
8 - AP - 2
7.5
1 1 / 2 " x 1 / 8 "
8 - AP - 4
5.9
8 - AP - 2
6.4
1 1 / 2 " x 3 / 16 16"
8 - AP - 4
8.7
8 - AP - 2
7.1
1 3 / 4 " x 3 / 16 16"
8 - AP - 4
10.0
8 - AP - 2
10.5
2" x 3 / 16 16"
8 - AP - 4
11.5
8 - AP - 2
12.0
8 - AP - 4
12.7
8 - AP - 2
13.3
8 - AP - 4
14.2
8 - AP - 2
14.7
16" 2 1 / 4 " x 3 / 16
2 1 / 2 " x 3 / 16 16"
All American Grating
7.6
10 - AP - 4
8.3
10 - AP - 2
8.8
10 - AP - 4
9.5
10 - AP - 2
10.0
10 - AP - 4
10.7
10 - AP - 2
11.2
10 - AP - 4
11.9
10 - AP - 2
12.4
7 - AP - 2
4" Center to Center of Rectangular Cross Bars
2" Center to Center of Rectangular Cross Bars
7 / 16 16" Center to Center of Bearing Bars
Approximate Lbs. Per Square Foot
3
10 - AP - 2
7 - AP - 4
1 / 2 " Center to Center of Bearing Bars
Bar Si ze
2" Center to Center of Rectangular Cross Bars
1-800-962-9692
Type
Approximate Lbs. Per Square Foot
/ 4 " x 3 / 16 16"
7 - AP - 4
4.7
7 - AP - 2
5.2
1" x 1 / 8 "
7 - AP - 4
4.5
7 - AP - 2
4.8
1" x 3 / 16 16"
7 - AP - 4
6.2
7 - AP - 2
6.7
1 1 / 4 " x 1 / 8 "
7 - AP - 4
5.5
7 - AP - 2
5.8
1 1 / 4 " x 3 / 16 16"
7 - AP - 4
7.8
7 - AP - 2
8.3
1 1 / 2 " x 1 / 8 "
7 - AP - 4
6.7
7 - AP - 2
7.2
1 1 / 2 " x 3 / 16 16"
7 - AP - 4
9.4
7 - AP - 2
10.1
1 3 / 4 " x 3 / 16 16"
7 - AP - 4
10.9
7 - AP - 2
11.6
2" x 3 / 16 16"
7 - AP - 4
12.5
7 - AP - 2
13.2
7 - AP - 4
14.0
7 - AP - 2
14.7
7 - AP - 4
16.2
7 - AP - 2
16.9
Bar Size 3
s r e d r O l a i c e p S
16" 2 1 / 4 " x 3 / 16
2 1 / 2 " x 3 / 16 16"
•
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•
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21
Railroad Grating (Carbon Steel)
25-W-4 26-W-4 27-W-4
26 - W - 4 5
1 / 8 " Center to Center of Bearing Bearing Bars
25 - W - 4
27 - W - 4
1 9 / 16 16" Center to Center of Bearing Bearing Bars
1 11 / 16 16" Center to Center of Bearing Bars Bars
All Railroad Grating Cross Bars are 1 / 4" Round Twised and 4" Center to Center. Cente r. Note: Railroad Grating is always serrated.
Weight Chart
Approximate Weight
Bar Size
Symbol
1" x 1 / 8 "
25-W-4
3.85
16" 1" x / 16
25-W-4
5.67
1" x 1 / 8 "
26-W-4
3.8
16" 1" x 3 / 16
26-W-4
5.59
1
16" 1 / 2 " x / 16
26-W-4
8.18
16" 2" x 3 / 16
26-W-4
10.48
27-W-4
5.47
3
1 / 2 " x 1 / 16 16"
27-W-4
7.88
2" x 3 / 16 16"
27-W-4
10.29
3
3
3
1" x / 16 16" 1
(Lbs. Per Square Foot)
Panel Width Chart in Inches Dimensions are Outside to Outside of Bearing Bars.
Bar 3 / 16" Bar
Bar 3 / 16" Bar
Type
6
7
8
9
10
11
12
13
14
15
16
17
18
25-W-4
8 7 / 64 64
9 45 / 64 64
11 9 / 32 32
12 7 / 8
14 29 / 64 64
16 1 / 32 32
17 5 / 8
19 13 / 64 64
20 51 / 64 64
22 3 / 8
23 31 / 32 32
25 35 / 64 64
27 1 / 8
26-W-4
8 13 / 32 32
10 1 / 6
11 11 / 16 16
13 11 / 32 32
15
16 5 / 8
18 9 / 32 32
19 15 / 16 16
21 9 / 16 16
23 7 / 32 32
24 7 / 8
26 1 / 2
28 5 / 32 32
27-W-4
8 15 / 32 32
10 1 / 8
11 25 / 32 32
13 7 / 16 16
15 3 / 32 32
16 3 / 4
18 13 / 32 32
20 1 / 16 16
21 23 / 32 32
23 3 / 8
25 1 / 32 32
26 11 / 16 16
28 11 / 32 32
Type
19
20
21
22
23
24
25-W-4
32 28 23 / 32
64 30 19 / 64
64 31 57 / 64
32 33 15 / 32
16 35 1 / 16
64 36 41 / 64
26-W-4
16 29 13 / 16
16 31 7 / 16
32 33 3 / 32
32 34 23 / 32
36 3 / 8
27-W-4
30
32 31 21 / 32
16 33 5 / 16
32 34 31 / 32
36 5 / 8
Shaded columns indicate Standard Panel Width Width
All American Grating
1-800-962-9692
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22
Heavy Duty
Loading
S E L B A I R A V M S i E F
The following shows the capacities on the basis of vehicular load distribution and concentrated loading per foot of grating width for a given span. Calculations for concentrated load are similar in format to those for Light Duty Steel Grating (except F = 20,000 (psi)). Calculations for vehicular loadings are based on AASHTO Standard Specifications for Highway Bridges and utilize the formulas to the right of this text.
Notes: a) For continuous spans, use continuity factor = .80 b) This This distribution results in larger grating sizes for lighter trucks on shorter spans. Spans shown for H15/H20 reflect the more critical condition. c) The fork lift wheel loads and load distribution patterns depicted below, generally and only partially represent the broad range of rubber-tired lift trucks available. For those applications falling outside of these examples, please contact All American Grating . d) Wheeled vehicles with urethane tires should NEVER be used in conjunction with open grid bar grating. e) HS20 is the same as H-20 and HS15 is the same as H-15. The “S” stands for semi-trailer.
= Bending Moment = Section Modulus - in 3 /foot of grating width = Moment of Inertia - in 4 / bar = Modulus of Elasticity (29,000,000 psi) = Allowable Bending Bending Stress (20,000 psi) ψ = Clear, Simple Span - inches D = Deflection (inches) a = Partial Load Contact Parallel to Span - inches s = Center-to-Center Spacing Between Bearing Bars - inches b = Partial Load Contact Dimension at 90° to Span - inch inches es b = a + (2s) P = Total Wheel or Partial Load including Impact - Pounds P1 = P per bearing bar P1 = P x (s/b)
N O I T A U Q E
Step 1: Determine M
M = FS/12
Step 2: Substituting for M
(i) a > ψ M = P ψ2 8ab
Solve for ψ:
M = P(.25ψ - .125a) b
Step 3: Check D*
D = P1[(2ψ3)-(a2ψ) + (a3/4)] 96Ei
400 Span *Deflection should be limited to 1 / 400
Design Criteria Table
Wheel Load in Pounds (1 / 2 Axle Loading Load + 30% impact)
Maximum Traff raffic ic Conditions Condi tions
All American Grating
(ii) a < ψ
Load Distribution
a
b
TruckTraffic 40,000 pound Axle Load Dual Wheels
26,000
H-25
25"
25"+(2s)
TruckTraffic 32,000 pound Axle Load Dual Wheels
20,800
H-20
20"
20" + (2s)
TruckTraffic 24,000 pound Axle Load Dual Wheels
15,600
H-15
15" 15" + (2 (2s s)
10,000 Pound Capacity Lift Truck 14,400 Pound Vehicle 24,400 Pound Total Load 85% Drive Axle Load
Rubber Tires
13,480
5 Ton
11"
11" + (2s (2s))
6,000 Pound Capacity Lift Truck 9,800 Pound Vehicle Vehicle 15,800 Pound Total Load 85% Drive Axle Load
Rubber Tires
8,730
3 Ton
7"
7" +(2s)
2,000 Pound Capacity Lift Truck 4,200 Pound Vehicle Vehicle 6,200 Pound Total Load 85% Drive Axle Load
Rubber Tires
3,425
1 Ton
4"
4" + (2s)
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23
11-W-4 11-W-2
Carbon Steel Heavy Duty Welded Welded Bar Grating Heavy Duty Welded Bar Grating 11
/ 16 16" Center to Center of Bearing Bars
11-W-2
11-W-4 Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Weight
Section Modulus Standard Round
Bar Size
Lbs./S.F.
Per Foot of Width
1" x 1 / 4 "
16.0
0.727
1" x 5 / 16 16"
19.7
1" x 3 / 8 "
1 Ton
3 Ton
5 Ton
H-15
H-20
H-25
3
/ 8 "
0'- 9"
0'- 8"
0' -9"
1'-0"
1'- 2"
1'- 2"
0.909
3
0'- 11"
0'- 9"
0' -11"
1'-1"
1'- 3"
1'- 4" *
23.4
1.091
3
/ 8 "
1'- 1"
0'- 10"
1'- 0"
1'-3"
1'- 5"
1'- 6"
1 1 / 4 " x 1 / 4 "
19.7
1.136
3
/ 8 "
1'-1"
0'-10"
1'- 0"
1'-3"
1'- 5"
1'- 6" *
1 1 / 4 " x 5 / 16 16"
24.3
1.420
3
/ 8 "
1' - 4"
1'- 0"
1'- 2"
1'-5"
1'- 7"
1'- 8"
1
3
Cross Bars
/ 8 "
1 / 4 " x / 8 "
28.9
1.704
3
/ 8 "
1' - 7"
1'- 2"
1'- 4"
1'-7"
1'- 9"
1'- 10" *
1 1 / 2 " x 1 / 4 "
23.4
1.636
3
1' - 7"
1'- 2"
1'- 3"
1'-7"
1'- 9"
1'-10"
16" 1 1 / 2 " x 5 / 16
28.9
2.045
3
1' -11"
1'- 4"
1'- 6"
1'-9"
2'- 0"
2'-0"
1
3
/ 8 " / 8 "
1 / 2 " x / 8 "
34.5
2.454
3
/ 8 "
2'- 3"
1'-7"
1'- 8"
2'-0"
2'- 2"*
2'- 3" *
1 3 / 4 " x 1 / 4 "
27.1
2.227
3
/ 8 "
2' - 1"
1'- 5"
1'- 7"
1'-11"
2'-1"
2'- 2"
1 3 / 4 " x 3 / 8 "
40.1
3.340
3
/ 8 "
3'- 0" *
2'- 0"
2'- 1"
2'-6"
2'- 8"*
2'- 8" *
1
2" x / 4 "
30.8
2.908
3
/ 8 "
2'- 8"
1' -10"
1'- 11"
2'-3"
2'- 5"
2'- 6"
16" 2" x 5 / 16
38.2
3.635
3
/ 8 "
3'- 4"
2'- 2"
2'- 3"
2'-9"
2'-10"
2'-11"
2" x 3 / 8 "
45.6
4.363
3
/ 8 "
3'- 8" *
2' - 7"
2'- 8"
3'-1" *
3'- 2"*
3'- 2" *
2 1 / 4 " x 1 / 4 "
34.5
3.681
3
/ 8 "
3'- 4"
2'- 3"
2'- 4"
2'-9"
2'-11"
3'- 0"
2 1 / 4 " x 3 / 8 "
51.2
5.521
3
/ 8 "
4'- 5" *
3'- 2"
3'- 3"
3'-8" *
3'-9"*
3'- 9" *
4.544
3
/ 8 "
4' - 1"
2'- 8"
2'- 9"
3'-3"
3'- 5"
3'- 5"
4'- 8"
3'- 3"
3'- 4"
3'-11"
3'- 11" *
4'-0" *
1
1
1
5
2 / 2 " x / 4 "
38.2
16" 2 / 2 " x / 16
47.5
5.680
3
2 1 / 2 " x 3 / 8 "
56.7
6.818
3
/ 8 ”
5'- 2" *
3'-11"
3'-11"
4'-3" *
4'- 4"
4'- 4" *
6.544
1
/ 2 "
5'- 6"
3'- 9"
3'- 9"
4'-5"
4'- 6"
4'- 7"
1
3" x / 4 " 5
45.5
/ 8 "
3" x / 16 16"
57.6
8.180
1
/ 2 "
6'- 2" *
4'- 7"
4'- 7"
5'-2" *
5'-1" *
5'- 1" *
3" x 3 / 8 "
67.9
9.816
1
/ 2 "
6'- 9" *
5'- 4"*
5'- 3" *
5' -7" *
5'-7" *
5'- 7" *
1
1
3 / 2 " x / 4 "
53.9
8.907
1
/ 2 "
7'- 0" *
5'- 0"
5'- 0" *
5'- 9" *
5'-9" *
5'- 9" *
3 1 / 2 " x 3 / 8 "
79.9
13.360
1
/ 2 "
8'- 4"*
6'- 8"*
6'- 7" *
7' -1" *
7'-0" *
7'- 0" *
4" x 1 / 4 "
60.5
11.633
1
/ 2 "
8'- 4"*
6'- 7"
6'- 4" *
7'- 0" *
7'-0" *
7'-0"*
9' - 2"*
7'- 6" *
7'- 4" *
7' -10"*
7'-10" *
7'- 9" *
10'- 2" *
8'- 2" *
8'- 0"*
8' - 7" *
8'- 6" *
9'- 10"*
5
4" x / 16 16"
75.3
14.542
1
4" x 3 / 8 "
91.0
17.450
1
/ 2 " / 2 "
•
When calculating calculating loads that require serrated bearing bars, subtract 1 / 4 " from your grating depth and use that load table. • Weights are approximate approximate and can vary depending on panel width, type of cross bar and mill/fabrication tolerances. • Weights shown are based on 4" cross bar centers. • Section Modulus based on 17.45 Bars/Foot of Width. * Span limited by deflection (L/400 maximum).
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
24
15-W-4 15-W-2
Carbon Steel St eel Heavy Duty Wel Welded ded Bar Grating Grat ing Heavy Duty Welded Bar Grating 15
/ 16 16" Center to Center of Bearing Bars
15-W-4
15-W-2
Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Bar Size
Weight Lbs. /S.F.. Lbs./S.F
1 x 1 / 4 "
12.2
5
16" 1 x / 16 3
1 x / 8 " 1
1
1
5
1 / 4 " x / 4 "
17.7 14.9
3 Ton
5 Ton
H-15
H-20
H-25
0.533
3
/ 8 "
0'- 8"
0'-7"
0'-8"
0'-10"
1'-0"
1'- 0"
0.667
3
/ 8 "
0'- 9"
0'-8"
0'-9"
1'-0"
1'-1"
1'- 2"
0.80
3
/ 8 "
0'- 11"
0'-9"
0'-10"
1'-1"
1'- 3"
1'- 3"
0.833
3
0'- 11"
0'-9"
0'-10"
1'-1"
1'- 3"
1'- 4"
/ 8 "
16" 1 / 4 " x / 16
18.4
1.042
/ 8 "
1'- 1"
0'-10"
1'-0"
1'- 3"
1'- 5"
1'-5"
1 1 / 4 " x 3 / 8 "
21.8
1.250
3
/ 8 "
1'- 4"
1'-0"
1'-1"
1'- 4"
1'- 6"
1'- 7"
1.20
3
/ 8 "
1'- 3"
0'-11"
1'-1"
1'- 4"
1'- 6"
1'- 7"
1
1
1
5
17.7
1 / 2 " x / 16 16"
21.8
1.50
3
/ 8 "
1'- 7"
1'-1"
1'-3"
1'- 6"
1'- 8"
1'- 9"
1 1 / 2 " x 3 / 8 "
26.0
1.80
3
1'-10"
1'-3"
1'-5"
1'- 8"
1'-10"
1'- 11"
1
1
/ 8 "
1 / 2 " x / 2 "
34.3
2.40
3
/ 8 "
2'-5"
1'-7"
1'-8"
2'-0"
2'-2" *
2'-3" *
1 3 / 4 " x 1 / 4 "
20.5
1.633
3
/ 8 "
1'- 8"
1'- 2"
1'- 3"
1'-7"
1'- 9"
1'-10"
2.450
3
/ 8 "
2'- 6"
1'- 8"
1'- 9"
2'-1"
2'- 3"
2'- 4"
3
3
1 / 4 " x / 8 " 1
30.1
2" x / 4 "
23.2
2.133
3
/ 8 "
2'- 2"
1'- 6"
1'-7"
1'-10"
2'- 0"
2'- 1"
16" 2" x 5 / 16
28.7
2.667
3
/ 8 "
2'- 8"
1'- 9"
1'-10"
2'-2"
2'- 4"
2’- 5"
3'- 2"
2'-1"
2'-1"
2'- 6"
2'- 8"
2'-9"
3
2" x / 8 "
34.3
3.20
3
2" x 1 / 2 "
45.3
4.267
3
/ 8 "
3'-10" *
2'-8"
2'-8"
3'-1"
3'-2" *
3'-2" *
2.70
3
/ 8 "
2'- 8"
1'- 9"
1'-10"
2'- 3"
2'- 4"
2'- 5"
1
1
1
3
2 / 4 " x / 4 "
26.0
/ 8 "
2 / 4 " x / 8 "
38.4
4.050
3
/ 8 "
3'-11" *
2'- 7"
2'-7"
3'- 0"
3'- 2"
3'- 3"
2 1 / 2 " x 1 / 4 "
28.7
3.333
3
/ 8 "
3'- 4"
2'- 2"
2'- 2"
2'- 7"
2'- 9"
2'- 10"
1
5
2 / 2 " x / 16 16"
35.6
4.167
3
/ 8 "
4'-1"
2'-7"
2'-10"
3'-1"
3'- 3"
3'- 3"
2 1 / 2 " x 3 / 8 "
42.6
5.0
3
/ 8 "
4'-7" *
3"-1"
3'-1"
3'- 7"
3'- 9"
3'- 9"
6.667
3
/ 8 "
5-4" *
4'-0"
3'-11"
4'-4" *
4-4" *
4'-4" *
1
1
2 / 2 " x / 2 " 1
56.4
3" x / 4 "
35.2
4.80
3
/ 8 "
4'- 8"
3"- 0"
3'- 0"
3'- 6"
3'-7"
3'-8"
3" x 5 / 16 16 "
43.4
6.0
1
/ 2 "
5'- 6" *
3'- 8"
3'- 7"
4'- 2"
4'- 4"
4'- 4"
3
3" x / 8 "
51.7
7.20
1
/ 2 "
6'-1" *
4'- 2"
4'- 3"
4'-11" *
4'-10"*
4'- 10"*
3" x 1 / 2 "
68.3
9.60
1
/ 2 "
7'-0" *
5'-5"
5'-3" *
5'-7" *
5'-7" *
5'-7"
6.533
1
/ 2 "
6'- 2" *
3'-11"
3'-11"
4'- 6"
4'-7"
4’- 8"
1
1
1
3
3 / 2 " x / 4 "
40.7
3 / 2 " x / 8 "
60.0
9.80
1
/ 2 "
7'- 6" *
5'- 9"
5'- 7" *
6'- 1"
6'-1" *
6'-0" *
3 1 / 2 " x 1 / 2 "
79.4
13.067
1
/ 2 "
8'-7" *
6'-7"*
6'-7" *
7'-0" *
7'-0" *
6'-10" *
8.533
1
/ 2 "
7'- 6" *
5'-1"
4'-11"
5'- 9"
5'- 9"
5'-10"
10.667
1
/ 2 "
8'- 4" *
6'- 3"
6'-1"
6'- 9" *
6'- 9" *
6'- 8" *
12.80
1
/ 2 "
9'- 0" *
7'- 0"*
7'- 0"
7'- 5" *
7'- 4" *
7'- 3" *
1
4" x / 4 " 5
16" 4" x / 16 3
4" x / 8 " 1
46.2 57.3 68.3
4" x / 2 "
90.4
17.07
1
/ 2 "
10'-4" *
8'-2"
7'-11" *
8'-6" *
8'-4" *
8'-4"*
4 1 / 2 " x 1 / 4 "
51.7
10.80
1
/ 2 "
8'- 10" *
6'- 4"
6'- 2"
7'-1"
7'-1"
7'- 1"
16.20
1
/ 2 "
10'- 8" *
8'- 4"*
8'- 2" *
8'- 9" *
8'- 8" *
8'- 7"*
21.60
1
/ 2 "
12'-0"
9'-2"*
9'-4" *
10'-0" *
9'-0" *
9'-11"*
13.333
1
/ 2 "
10'- 4" *
7'- 9"
7'- 6"
8'- 5" *
8'- 5" *
8'-2" *
1
3
1
1
4 / 2 " x / 8 " 4 / 2 " x / 2 " 1
5" x / 4 " 5
76.6 101.5 57.3
16 " 5" x / 16
71.1
16.667
1
/ 2 "
11'- 4" *
8'- 10" *
8'- 9" *
9'- 4" *
9'- 3" *
9'- 2" *
5" x 3 / 8 "
84.9
20.0
1
12'- 8" *
9'- 10" *
9'- 7" *
10'- 2" *
10'- 1" *
10'-0" *
26.667
1
13'-10" *
10'-4" *
10'-10" *
11'-7" *
11'-6" *
11'-4" *
19.20
1
/ 2 "
13'-4" *
10'-2" *
10'- 2" *
11'- 0" *
10'-10" *
10'-8" *
24.0
1
14'- 6" *
11'-2" *
11'- 4" *
12'- 2" *
12'- 0" *
11'- 11" *
15'- 10" *
12'- 0" *
12'-4" *
13'- 2" *
13'- 0" *
12'- 10"
16'-8" *
14'-4"
14'-0" *
14'-10" *
14'-6" *
1
5" x / 2 " 1
6" x / 4 " 5
16" 6" x / 16 3
•
14.9
1 Ton
3
1 / 2 " x / 4 "
•
Section Modulus Standard Round Per Foot of Width Cross Bars
112.5 68.3 84.9
/ 2 " / 2 "
/ 2 "
6" x / 8 "
101.4
28.80
1
6" x 1 / 2"
134.6
38.40
1
/ 2 " / 2 "
Weights are approximate, approximate, and can vary depending depending on panel width, type of cross bar and mill/fabrication tolerances. Weights shown are are based on 4" cross bar centers.
All American Grating
• •
14'-6" *
*Span limited by deflection (L/400 maximum). Section Modulus Modulus based on 12.8 12.8 bars/foot bars/foot of width. When calculating loads that require serrated bearing bearing bars, 1 subtract / 4 " from your grating depth and use t hat load table.
1-800-962-9692
•
www.aagrating.com
•
[email protected]
25
19-W-4 19-W-2
Carbon Steel Heavy Duty Welded Welded Bar Grating Heavy Duty Welded Bar Grating 1 3 / 16 16" Center to Center of Bearing Bars
19-W-2
19-W-4 Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Weight
Section Modulus Standard Round
Bar Size
Lbs./S.F.
Per Foot of Width
1" x 1 / 4 "
9.9
0.421
16" 1" x 5 / 16
12.1
3
1" x / 8 " 1
1
5 Ton
H-15
H-20
H-25
3
/ 8 "
0'- 7"
0'- 6"
0'- 7"
0'- 9"
0'-11"
0'- 11"
0.526
3
/ 8 "
0'- 8"
0'-7"
0'- 8"
0'-10"
1'-0"
1'- 0"
0.632
3
/ 8 "
0'- 9"
0'- 8"
0'- 9"
0'- 11"
1'-1"
1'- 2"
1 / 4 " x / 4 "
12.1
0.658
/ 8 "
0'-10"
0'- 8"
0'- 9"
1'- 0"
1'-1"
1'- 2"
1 1 / 4 " x 5 / 16 16"
14.8
0.822
3
/ 8 "
1'- 0"
0'- 9"
0'-11"
1'-1"
1'- 3"
1'- 4"
3
1 / 4 " x / 8 "
17.6
0.987
3
/ 8 "
1'- 2"
0'-10"
1'- 0"
1'- 2"
1'- 4"
1'- 5"
1 1 / 2 " x 1 / 4 "
14.3
0.947
3
/ 8 "
1'- 1"
0'-10"
0'-11"
1'- 2"
1'- 4"
1'- 5"
1.184
3
/ 8 "
1'- 4"
1'- 0"
1'-1"
1'- 4"
1'- 6"
1'- 7"
1
5
1
3
16" 1 / 2 " x / 16"
17.6
1 / 2 " x / 8 "
20.9
1.421
3
/ 8 "
1'-7"
1'-1"
1'- 2"
1'- 6"
1'- 8"
1'- 9"
1 1 / 2 " x 1 / 2 "
27.9
1.895
3
/ 8 "
2'-1"
1'-5"
1'-6"
1'-9"
1'-11"
2'-0"
3
1
1 / 4 " x / 4 "
16.4
1.289
3
/ 8 "
1'- 6"
1'- 0"
1'- 2"
1'- 5"
1'-7"
1'- 8"
1 3 / 4 " x 3 / 8 "
24.1
1.934
3
2'- 2"
1'- 5"
1'- 6"
1'- 9"
2'-0"
2'- 0"
1.684
3
/ 8 "
1'-10"
1'- 3"
1'- 4"
1'- 8"
1'-11"
1'-11"
1
2" x / 4 " 5
18.7
/ 8 "
16" 2" x / 16"
23.0
2.105
3
/ 8 "
2'- 4"
1'- 6"
1'- 7"
1'-11"
2'- 1"
2'- 2"
2" x 3 / 8 "
27.5
2.526
3
/ 8 "
2'- 9"
1'- 9"
1'-10"
2'-2"
2'- 4"
2'- 4"
1
2" x / 2 "
36.8
3.368
3
/ 8 "
3'-6"
2'-3"
2'-3"
2'- 8"
2'-10"
2'-10"
2 1 / 4 " x 1 / 4 "
20.9
2.132
3
/ 8 "
2'- 4"
1'- 6"
1'- 7"
1'-11"
2'-1"
2'- 2"
3.197
3
3'- 5"
2'- 2"
2'- 2"
2'-7"
2'- 9"
2'- 9"
1
3
1
1
2 / 4 " x / 8 "
30.7
/ 8 "
2 / 2 " x / 4 "
23.1
2.632
3
/ 8 "
2'-10"
1'- 10"
1'- 7"
2'-3"
2'- 4"
2'- 5"
16" 2 1 / 2 " x 5 / 16"
28.6
3.289
3
/ 8 "
3'- 6"
2'- 3"
2'- 3"
2'-7"
2'- 9"
2'- 10"
3.947
3
/ 8 "
4'- 3"
2'- 7"
2'-7"
3'- 0"
3'- 2"
3'- 2"
4'-11"
3'-5"
3'-4"
3'-10"
3'-11" *
3'-11" *
1
3
1
1
2 / 2 " x / 8 "
34.0
2 / 2 " x / 2 "
45.7
5.263
3
3" x 1 / 4 "
27.5
3.789
3
/ 8 "
4' -1"
2'- 6"
2'- 6"
2'-11"
3'-1"
3'- 1"
5
/ 8 "
16" 3" x / 16
34.0
4.737
3
/ 8 "
5'- 0"
3'-1"
3'- 0"
3'- 6"
3'- 8"
3'- 8"
3" x 3 / 8 "
41.5
5.684
1
/ 2 "
5'- 8" *
3'- 8"
3'-7"
4'-1"
4'- 2"
4'-3"
7.579
1
/ 2 "
6'-6" *
4'-9"
4'-7"
5'-1" *
5'-1" *
5'-0"
5.158
3
/ 8 "
5'- 6"
3'- 4"
3'- 3"
3'-9"
3'-11"
3'- 11"
7.737
1
/ 2 "
7'- 0" *
4'- 10"
4'- 8"
5'-4"
5'- 5"
5'-5"
1
3" x / 2 " 1
1
1
3
1
1
3 / 2 " x / 4 " 3 / 2 " x / 8 "
54.7 31.9 48.1
3 / 2 " x / 2 "
63.5
10.316
1
/ 2 "
8'-0" *
6'-0" *
6'-0" *
6'-4" *
6'-3" *
6'-3" *
4" x 1 / 4 "
36.2
6.737
3
/ 8 "
7'- 0" *
4'- 3"
4'- 2"
4'-9"
4'-10"
4'-10"
8.421
1
/ 2 "
7'-9" *
5'- 3"
5'-1"
5'-10"
5'-10"
5'- 10"
10.105
1
/ 2 "
8'- 6" *
6'- 3"
6'- 0"
6'-8" *
6'- 7" *
6'- 7" *
13.473
1
/ 2 "
9'-8" *
7'-6" *
7'-4" *
7'-8" *
7'-7" *
7'-6" *
8'- 4" *
5'- 4"
5'-1"
5'-10"
5'-11"
5'-11"
5
16" 4" x / 16 3
4" x / 8 " 1
4" x / 2 " 1
1
45.9 54.7 72.2
4 / 2 " x / 4 "
41.5
8.526
1
4 1 / 2 " x 3 / 8 "
61.3
12.789
1
/ 2 "
10'- 0" *
7'- 8" *
7'- 6"
7'-11"
7'-10" *
7'-9" *
17.052
1
11'-4" *
8'-11"
8'-7" *
9'-1" *
9'-0" *
9'-1" *
10.526
1
9'-8" *
6'- 6"
6'- 3"
7'-1"
7'-1"
7'-1"
13.158
1
/ 2 "
10'-8" *
8'-1"
7'- 8"
8'-6" *
8'- 4" *
8'-4"
1
1
4 / 2 " x / 2 " 1
5" x / 4 " 5
16" 5" x / 16 3
81.0 45.9 56.9
/ 2 "
/ 2 " / 2 "
5" x / 8 "
67.8
15.789
1
/ 2 "
11'-6" *
9'- 0"*
8'- 9" *
9'- 3"*
9'- 2" *
9'-0" *
5" x 1 / 2 "
89.8
21.052
1
/ 2 "
13'-0" *
10'-4" *
10'-0" *
10'-7" *
10'-8"*
10'-4" *
15.158
1
/ 2 "
12'- 6" *
9'- 4"
8'- 9" *
10'- 0"
9'-9"
9'-8"
1
6" x / 4 " 5
54.7
16" 6" x / 16
67.8
18.947
1
/ 2 "
13'- 10" *
10'-10" *
10'- 5"*
11'- 0" *
10'-7" *
10'-10"*
6" x 3 / 8 "
81.0
22.736
1
14'- 10"*
11'- 8" *
11'- 4" *
12'- 0" *
11'- 10" *
11'- 8" *
30.315
1
16'-2" *
13'-6" *
12'11"*
13'-9" *
13'-5" *
13'-4" *
1
6" x / 2 "
•
3 Ton
3
1
•
14.3
1 Ton
Cross Bars
109.1
/ 2 " / 2 "
Weights are approximate, and can vary vary depending on panel width, type of cross bar and mill/fabrication tolerances. Weights shown are based on 4” cross bar bar centers.
All American Grating
• •
Section Modulus Modulus based on 10.105 10.105 bars/foot of width. *Span limited by deflection (L/400 maximum). When calculating loads that require serrated bearing bearing bars, 1 subtract / 4 " from your grating depth and use that load table.
1-800-962-9692
•
www.aagrating.com
•
[email protected]
26
22-W-4 22-W-2
Carbon Steel Heavy Duty Welded Bar Grating Heavy Duty Welded Bar Grating 1 3 / 8" Center to Center of Bearing Bars
22-W-4
22-W-2
Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Weight Lbs./S.F.
1" x 1 / 4 "
8.8
0.364
1" x 5 / 16 16"
10.7
3
3 Ton
5 Ton
H-15
H-20
H-25
3
/ 8 "
0'- 6"
0'- 6"
0'- 7"
0'-9"
0'- 10"
0'- 10"
0.455
3
/ 8 "
0'- 8"
0'- 6"
0'- 8"
0'-10"
0'- 11"
1'- 0"
1" x / 8 "
12.6
0.545
/ 8 "
0'- 9"
0'- 7"
0'- 9"
0'-11"
1'- 0"
1'- 1"
1 1 / 4 " x 1 / 4 "
10.7
0.568
3
/ 8 "
0'- 9"
0'-7"
0'- 9"
0'-11"
1'- 0"
1'-1"
0.710
3
0'-11"
0'- 8"
0'-10"
1'-0"
1'- 2"
1'- 3"
1
5
1
3
13.1
/ 8 "
1 / 4" x / 8 "
15.5
0.852
3
/ 8 "
1'- 1"
0'- 9"
0'-11"
1'-2"
1'- 3"
1'- 4"
1 1 / 2 " x 1 / 4 "
12.6
0.818
3
/ 8 "
1'- 0"
0'- 9"
0'-11"
1'-1"
1'- 3"
1'- 4"
1
5
16" 1 / 2 " x / 16
15.5
1.023
3
/ 8 "
1'- 3"
0'-11"
1'- 0"
1'-3"
1'- 5"
1'- 6"
1 1 / 2 " x 3 / 8 "
18.3
1.227
3
/ 8 "
1'- 6"
1'- 0"
1'-1"
1'-4"
1'- 6"
1'- 7"
1.636
3
/ 8 "
1'-11"
1'-3"
1'-4"
1'-7"
1'-9"
1'-10"
1
1
3
1
1 / 2 " x / 2 "
24.1
1 / 4 " x / 4"
14.5
1.114
3
/ 8 "
1'- 4"
0'-11"
1'-1"
1'- 3"
1'- 6"
1'-6"
1 3 / 4 " x 3 / 8 "
21.2
1.670
3
/ 8 "
1'-11"
1'- 3"
1’- 4"
1'- 8"
1'-10"
1'-11"
1.455
3
/ 8 "
1'- 9"
1'- 2"
1'- 3"
1'- 6"
1'- 8"
1'- 9"
1.818
3
/ 8 "
2'-1"
1'- 5"
1'- 5"
1'- 9"
1'-11"
2'- 0"
2.182
3
/ 8 "
2'- 6"
1'- 7"
1'- 8"
2'- 0"
2'-1"
2'- 2"
1
2" x / 4" 5
2" x / 16 16" 3
2" x / 8 " 1
16.4 20.2 24.1
2" x / 2 "
31.7
2.909
3
/ 8 "
3'-4"
2'-1"
2'-1"
2'-5"
2'-7"
2'-7"
2 1 / 4" x 1 / 4 "
18.3
1.841
3
/ 8 "
2'- 2"
1'- 5"
1'- 6"
1'- 9"
1'-11"
2'- 0"
2.761
3
/ 8 "
3'- 2"
2'- 0"
2'- 0"
2'- 4"
2'- 6"
2'- 6"
2.273
3
/ 8 "
2'- 7"
1'- 8"
1'- 8"
2'- 0"
2'-2"
2'- 3"
2.841
3
/ 8 "
3'- 3"
2'- 0"
2'- 0"
2'- 5"
2'- 6"
2'- 7"
3'-10" *
2'- 4"
2'- 4"
2'- 9"
2'-10"
2'-11"
1
3
1
1
1
5
1
3
2 / 4 " x / 8" 2 / 2" x / 4 " 16" 2 / 2 " x / 16
26.9 20.2 25.0
2 / 2 " x / 8 "
29.8
3.409
3
2 1 / 2 " x 1 / 2 "
39.4
4.545
3
/ 8 "
4'-9"
3'-1"
3'-0"
3'-6"
3'-7"
3'-7"
3.273
3
/ 8 "
3'- 9"
2'- 3"
2'- 3"
2'- 8"
2'- 9"
2'- 10"
4.091
3
/ 8 "
4'-7" *
2'- 9"
2'- 9"
3'- 2"
3'- 3"
3'- 4"
4.909
1
/ 2 "
5'- 4" *
3'- 4"
3'- 2"
3'- 8"
3'-9"
3'- 10"
1
3" x / 4 " 5
16" 3" x / 16 3
3" x / 8 " 1
24.1 29.8 36.4
/ 8 "
3" x / 2 "
47.9
6.545
1
/ 2 "
6'-2"
4'-4"
4'-2"
4'-9"
4'-9"
4'-9"
3 1 / 2 " x 1 / 4 "
27.9
4.454
3
/ 8 "
5'- 0" *
3'- 0"
2'- 11"
3'- 5"
3'- 6"
3'- 6"
6.682
1
6'-10" *
4'- 5"
4'- 2"
4'-10" *
4'-10" *
4'-10" *
8.909
1
/ 2 "
7'-8"
5'-9"
5'-6"
6'-0"
5'-11"
5'-10"
5.818
3
/ 8 "
6'- 6" *
3’-10"
3'- 9"
4'-3"
4'- 4"
4'-4"
1
3
1
1
3 / 2 "x / 8 " 3 / 2 " x / 2 " 1
4" x / 4 " 5
42.2 55.6 31.7
/ 2 "
16" 4" x / 16
40.2
7.273
1
/ 2 "
7'-5" *
4'- 9"
4'- 6"
5'-2"
5'- 3"
5'-2"
4" x 3 / 8 "
47.9
8.727
1
/ 2 "
8'- 2" *
5'- 8" *
5'- 4" *
6'-1" *
6'-1" *
6'- 1"*
11.636
1
9'-4" *
7'-1"
6'-10"
7'-3"
7'-1"
7'-0"
1
4" x / 2 " 1
1
63.2
/ 2 "
4 / 2 " x / 4 "
36.4
7.363
1
/ 2 "
7'-11" *
4’-10"
4'-7"
5'- 3" *
5'-3" *
5'-3"
4 1 / 2 " x 3 / 8 "
53.6
11.045
1
9'- 8" *
7'-1" *
6'- 8" *
7'-6" *
7'- 4" *
7'- 4"*
10'-11" *
8'-6"
8'-1"
8'-7"
8'-5"
8'- 4"
1
1
/ 2 "
4 / 2 " x / 2 "
70.9
14.727
1
5" x 1 / 4 "
40.2
9.091
1
/ 2 "
9'- 3" *
5'-11"
5'- 7"
6'- 4"
6'-4" *
6'-3"
11.363
1
/ 2 "
10'- 3"
7'- 4"
6'- 10"
7'-9"*
8'- 8" *
7'-8* "
8'-9" *
8'- 7" *
8'- 6" *
5
5"x / 16 16" 3
49.8
/ 2 "
5" x / 8 "
59.4
13.636
1
/ 2 "
11'-2" *
8'- 7" *
8'- 2"
5" x 1 / 2 "
78.5
18.181
1
/ 2 "
12'-6"
9'-10"
9'-5"
10'-0"
9'-10"
9'-9"
1
*
6" x / 4 "
47.9
13.091
1
/ 2 "
12'-0"
8'- 5"
7'-10"
8'-10" *
8'- 9" *
8'- 8"
6" x 5 / 16 16"
59.4
16.363
1
/ 2 "
13'-4"
10'- 5" *
9'- 8" *
10'-5" *
10'-2"*
10'- 2" *
19.636
1
14'-4"
11'- 2" *
10'- 8" *
11'-4" *
11'- 2" *
11'- 0" *
26.181
1
15'-10"
12-10"
12'-2"
12'-10"
12'-8"
12'-6"
3
6" x / 8 " 1
6" x / 2 "
•
1 Ton
3
16" 1 / 4 x / 16
•
Section Modulus Standard Round Per Foot of Width Cross Bars
Bar Size
70.9 93.8
/ 2 " / 2 "
Weights are approximate, approximate, and can vary depending depending on panel width, type of cross bar and mill/fabrication tolerances. Weights shown are based on 4” cross bar centers.
All American Grating
• •
Section Modulus based on 8.727 bars/foot of width. width. *Span limited by deflection (L/400 maximum). When calculating loads that require serrated bearing bearing bars, 1 subtract / 4 " from your grating depth and use that load table.
1-800-962-9692
•
www.aagrating.com
•
[email protected]
27
30-W-4 30-W-2
Carbon Steel Heavy Duty Welded Bar Grating Heavy Duty Welded Bar Grating 1 7 / 8" Center to Center of Bearing Bars
30-W-4
30 - W - 2
Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Bar Size
Weight Lbs./S.F.
1" x 1 / 4 "
6.9
5
16" 1" x / 16" 3
1" x / 8 " 1
1
9.8
3 Ton
5 Ton
H-15
H-20
H-25
0.267
3
/ 8 "
0'- 6"
0'-5"
0'-6"
0'- 8"
0'- 9"
0'- 9"
0.333
3
/ 8 "
0'-7"
0'- 6"
0'-7"
0'-9"
0'- 10"
0'- 10"
0.40
3
/ 8 "
0'- 8"
0'- 6"
0'- 8"
0'-9"
0'-11"
0'- 11"
1 / 4" x / 4 "
8.3
0.417
/ 8 "
0'- 8"
0'- 6"
0'- 8"
0'-10"
0'-11"
0'- 11"
16" 1 1 / 4 " x 5 / 16
10.2
0.521
3
/ 8 "
0'- 9"
0"-7"
0'- 9"
0'-11"
1'-0"
1'- 1"
0.625
3
/ 8 "
0'-11"
0'- 8"
0'-10"
1'- 0"
1'-1"
1'- 2"
0.60
3
0'-11"
0'- 8"
0'- 9"
1'- 0"
1'-1"
1'- 2"
0.750
3
/ 8 "
1'-1"
0'- 9"
0'-11"
1'-1"
1'-3"
1'- 3"
1
3
1
1
1
5
1
3
1 / 2 " x / 4 " 1 / 2 " x / 16 16"
12.0 9.8 12.0
/ 8 "
1 / 2 " x / 8 "
14.1
0.90
3
/ 8 "
1'- 3"
0'-10"
1'-0"
1'-2"
1'-4"
1'- 5"
1 1 / 2 " x 1 / 2 "
18.4
1.20
3
/ 8 "
1'-8"
1'-1"
1'-2"
1'-5"
1'-7"
1'-7"
0.817
3
/ 8 "
1'- 2"
0'-10"
0'-11"
1'- 2"
1'- 3"
1'- 4"
1.225
3
/ 8 "
1'- 8"
1'-1"
1'-2"
1'- 5"
1'-7"
1'- 8"
1.067
3
/ 8 "
1'- 6"
1'- 0"
1'-1"
1'- 4"
1'- 6"
1'-6"
1'-10"
1'- 2"
1'- 3"
1'- 6"
1'- 8"
1'- 9"
3
1
3
3
1 / 4 " x / 4 " 1 / 4 " x / 8 " 1
2" x / 4 " 5
11.2 16.3 12.7
16" 2" x / 16
15.6
1.333
3
2" x 3 / 8 "
18.5
1.60
3
2'- 2"
1'- 4"
1'- 5"
1'- 8"
1'-10"
1'-11"
2.133
3
/ 8 "
2'-10'
1'-9"
1'-9"
2'-0"
2'-2"
2'-2"
1.350
3
/ 8 "
1'-10"
1'-2"
1'- 3"
1'- 6"
1'- 8"
1'- 9"
2.025
3
/ 8 "
2'-10"
1'- 8"
1'- 8"
1'-11"
2'-1"
2'-2"
1
2" x / 2 " 1
1
1
3
1
1
2 / 4 " x / 4 " 2 / 4 " x / 8 "
24.2 14.1 20.6
/ 8 " / 8 "
2 / 2 " x / 4"
15.6
1.667
3
/ 8 "
2'- 3"
1'- 5"
1'- 5"
1'- 8"
1'-10"
1'-11"
2 1 / 2 " x 5 / 16 16"
19.2
2.083
3
/ 8 "
2'- 9"
1'- 8"
1'- 8"
2'- 0"
2'-1"
2'-2"
2.50
3
/ 8 "
3'- 3"
2'- 0"
1'-11"
2'- 3"
2'- 5"
2'- 5"
3.333
3
/ 8 "
4'-4"
2'-6"
2'-5"
2'-10"
2'-11"
2'-11"
2.40
3
3'- 2"
1'- 9"
1'-11"
2'- 2"
2'- 4"
2'- 4"
3'- 11"
2'- 4"
2'- 3"
2'-7"
2'- 8"
2'-9"
1
3
1
1
2 / 2 " x / 8 " 2 / 2 " x / 2 " 1
3" x / 4 " 5
22.8 30.0 18.5
/ 8 "
3" x / 16 16"
22.8
3.0
3
3" x 3 / 8 "
28.0
3.60
1
/ 2 "
4'- 8"
2'- 9"
2'-7"
3'- 0"
3'-1"
3'-1"
4.80
1
/ 2 "
5'- 8"
3'-6"
3'-4"
3'-9"
3'-10"
3'-10"
3.267
3
/ 8 "
4'- 3"
2'- 6"
2'- 5"
2'- 9"
2'-10"
2'- 11"
4.90
1
/ 2 "
6'- 2" *
3'- 5"
3'- 5"
3'-10"
3'-11"
3'-11"
1
3 x / 2 " 1
1
1
3
1
1
3 / 2 " x / 4 " 3 / 2 " x / 8 "
36.7 21.4 32.3
/ 8 "
3 / 2 " x / 2 "
42.5
6.533
1
/ 2 "
7'-2" *
4'-9"
4'-5"
4-11"
4'-11"
4'-11"
4" x 1 / 4 "
24.2
4.267
3
/ 8 "
5'- 6"
3'- 2"
3'- 0"
3'- 5"
3'- 6"
3'- 6"
5.333
1
6'-10"
3'-11"
3'- 8"
4'- 2"
4'-2"
4'-2"
5
16" 4" x / 16 3
30.9
/ 2 "
4 x / 8"
36.7
6.40
1
/ 2 "
7'-6" *
4'-8"
4'- 4"
4'-10"
4'-10"
4'- 10"
4" x 1 / 2 "
48.2
8.533
1
8'-7" *
6'-1"
5'-7"
6'-3"
6'-2"
6'-2"
1
1
/ 2 "
4 / 2 " x / 4 "
28.0
5.40
1
/ 2 "
6'-11"
3'-11"
3'- 8"
4'- 2"
4'- 3"
4'-3"
4 1 / 2 " x 3 / 8 "
41.0
8.10
1
/ 2 "
8'-10" *
5'-10"
5'- 4"
6'- 0"
5'-11"
5'- 10"
10.80
1
/ 2 "
10'-2" *
7'-8"
7'-0"
7'-7" *
7'-5" *
7'-4" *
1
1
4 / 2 " x / 2 " 1
54.0
5" x / 4 "
30.9
6.667
1
/ 2 "
8'- 6"
4'-10"
4'- 6"
5'- 0"
5'- 0"
5'-0"
16" 5" x 5 / 16
38.1
8.333
1
9'- 6"*
5'-11"
5'- 6"
6'- 2"
6'-1"
6'- 0"
3
/ 2 "
5" x / 8 "
45.4
10.0
1
/ 2 "
10'- 4" *
7'-1"
6'- 6"
7'- 3"
7'- 2"
7'- 0"
5" x 1 / 2 "
59.8
13.33
1
/ 2 "
11'-9" *
8'-11" *
8'-5"
8'-10" *
8'-8" *
8'-7" *
6" x 1 / 4 "
36.7
9.60
1
/ 2 "
11'- 2" *
6'-10"
6'- 3"
7'- 0"
6'-11"
6'- 10"
5
16" 6" x / 16
45.4
12.0
1
/ 2 "
12'-4"
8'- 6"
7'- 9"
8'-7"
8'- 5"
8'- 3"
6" x 3 / 8 "
54.0
14.40
1
/ 2 "
13'-3"
10'-1"
9'- 2"
9'- 11"
9'-10"
9'- 9"
19.20
1
15'-0" *
11'-8" *
11'- 0" *
11'- 6" *
11'-3" *
11'-1" *
1
6" x / 2 "
•
8.3
1 Ton
3
1 / 4 " x / 8 "
•
Section Modulus Standard Round Per Foot of Width Cross Bars
71.4
/ 2 "
Weights are approximate, and can vary vary depending on panel width, type of cross bar and mill/fabrication tolerances. Weights shown are based on 4” cross bar bar centers.
All American Grating
• •
Section Modulus based on 6.4 bars/foot of width. width. *Span limited by deflection (L/400 maximum). When calculating loads that require serrated bearing bearing bars, 1 subtract / 4 " from your grating depth and use that load table.
1-800-962-9692
•
www.aagrating.com
•
[email protected]
28
Carbon Steel Heavy Duty Welded Welded Bar Grating
38-W-4 38-W-2
Heavy Duty Welded Bar Grating 2 3 / 8" Center to Center of Bearing Bars
38-W-4
38-W-2
Cross Bars 4" Center to Center
Cross Bars 2" Center to Center Maximum Safe Clear Span
Weight
Section Modulus Standard Round
Bar Size
Lbs./S.F.
Per Foot of Width
1" x 1 / 4 "
5.7
0.211
16" 1" x 5 / 16
6.8
3
1" x / 8 " 1
1
5 Ton
H-15
H-20
H-25
3
/ 8 "
0'- 5"
0'- 5"
0'- 6 "
0'-7 "
0'- 8 "
0'- 8 "
0.263
3
/ 8 "
0'- 6 "
0'- 5"
0'- 6 "
0'- 8 "
0'- 9 "
0'- 9 "
0.316
3
/ 8 "
0'-7 "
0'- 6 "
0'-7 "
0'- 8 "
0'- 10 "
0'- 10 "
1 / 4 " x / 4 "
6.8
0.329
/ 8 "
0'-7 "
0'- 6 "
0'-7 "
0'- 9 "
0' -10 "
0'- 10 "
16 " 1 1 / 4 " x 5 / 16
8.2
0.411
3
/ 8 "
0'- 9 "
0'- 6 "
0'- 8 "
0'-10 "
0'-11"
0'- 11"
3
1 / 4 " x / 8 "
9.6
0.493
3
/ 8 "
0'-10 "
0'-7 "
0'- 9 "
0'-11"
1'- 0 "
1'- 1"
1 1 / 2 " x 1 / 4 "
7.9
0.474
3
0'-10 "
0'-7 "
0'- 9 "
0'-11"
1'- 0 "
1'- 0 "
0.592
3
/ 8 "
1'- 0 "
0'- 8 "
0'-10 "
1'- 0 "
1'-1"
1'- 2 "
1
5
1
3
1 / 2 " x / 16 16"
9.6
/ 8 "
1 / 2 " x / 8 "
11.3
0.711
3
/ 8 "
1'- 2 "
0'- 9 "
0'-11"
1'-1"
1'- 3 "
1'- 3 "
1 1 / 2 " x 1 / 2 "
14.7
0947
3
/ 8 "
1'- 6 "
1'- 0 "
1'- 0 "
1'- 3 "
1'- 5"
1'- 6 "
3
1
1 / 4 " x / 4 "
9.0
0.645
3
/ 8 "
1'-1"
0'- 9 "
0'-10 "
1'- 0 "
1'-2 "
1'- 2 "
1 3 / 4 " x 3 / 8 "
13.0
0.967
3
/ 8 "
1'- 6 "
1'- 0 "
1'-1"
1'- 3 "
1'- 5"
1'- 6 "
0.842
3
/ 8 "
1'- 4"
0'- 11"
1'- 0 "
1'-2 "
1'- 4 "
1'- 5"
1
2" x / 4 " 5
10.2
16" 2" x / 16
12.5
1.053
3
/ 8 "
1'-7 "
1'- 0 "
1'-1"
1'- 4"
1'- 6 "
1'-7 "
2" x 3 / 8 "
14.7
1.263
3
/ 8 "
1'-11"
1'-2 "
1'- 3 "
1'- 6 "
1'- 8 "
1'- 8 "
1
2" x / 2 "
19.2
1.684
3
/ 8 "
2'- 6 "
1'- 6 "
1'- 6 "
1'- 9 "
1'-11"
2'- 0 "
2 1 / 4 " x 1 / 4 "
11.3
1.066
3
/ 8 "
1'- 8 "
1'-1"
1'-1"
1'- 4"
1'- 6 "
1'-7 "
1.599
3
/ 8 "
2'- 5"
1'- 5"
1'- 5"
1' - 9 "
1'-10 "
1'-11"
1
3
1
1
2 / 4 " x / 8 "
16.4
2 / 2 " x / 4 "
12.5
1.316
3
/ 8 "
2'- 0 "
1'- 3 "
1'- 3 "
1'- 5"
1'- 8 "
1'- 9 "
2 1 / 2 " x 5 / 16 16"
15.3
1.645
3
/ 8 "
2'- 6 "
1'- 6 "
1'- 6 "
1'- 9 "
1'-11"
1'-11"
1.974
3
/ 8 "
2'- 11"
1'- 9 "
1'- 8 "
2'- 0 "
2'-1"
2'-2 "
2.632
3
3'- 6 "
2' - 3 "
2'-2 "
2'- 5 "
2'- 6 "
2' -7 "
1.895
3
2'- 10 "
1'- 8 "
1'- 8 "
1'-11"
2'-1"
2'- 1"
1
3
2 / 2 " x / 8 " 1
1
2 / 2 " x / 2 " 1
3" x / 4 " 5
18.1 23.8 14.7
/ 8 " / 8 "
3" x / 16 16"
18.1
2.368
3
/ 8 "
3'- 6 "
2'- 0 "
1'-11"
2'- 3 "
2’- 4"
2'- 5"
3" x 3 / 8 "
22.4
2.842
1
/ 2 "
4'- 2 "
2'- 5"
2'- 3 "
2'-7 "
2'- 8 "
2'- 8 "
3.790
1
/ 2 "
5'- 4" *
3' -1"
2'-11"
3'- 3 "
3'- 4"
3'- 4"
2.579
3
/ 8 "
3'- 9 "
2'- 2 "
2'-1"
2'- 5"
2'- 6 "
2'- 6 "
3.869
1
/ 2 "
5'- 7 "
3'- 2 "
2'-11"
3'- 4"
3'- 4"
3'-4"
1
3" x / 2 " 1
1
1
3
1
1
3 / 2 " x / 4 " 3 / 2 " x / 8 "
29.2 17.0 25.8
3 / 2 " x / 2 "
33.7
5.158
1
/ 2 "
6 '- 9 " *
4'-1"
3'- 9 "
4'- 3 "
4'-2 "
4'-2 "
4" x 1 / 4 "
19.2
3.369
3
4'-11"
2'- 9 "
2'-7 "
2'-11"
3'- 0 "
3'-0 "
4.211
1
/ 2 "
6'-1"
3'- 5"
3'-2 "
3'-7 "
3' -7 "
3'-7 "
5.053
1
/ 2 "
7'- 2 " *
4'- 0 "
3'- 8 "
4'-2 "
4'-2 "
4'- 1"
6.737
1
/ 2 "
8'- 2 " *
5'- 4"
4'-10 "
5'- 4"
5'- 3 "
5'-2 "
5
16" 4" x / 16 3
4" x / 8 " 1
4" x / 2 " 1
1
24.7 29.2 38.2
/ 8 "
4 / 2 " x / 4 "
22.4
4.263
1
/ 2 "
6'- 2 "
3'- 5"
3'-2 "
3'-7 "
3' -7 "
3'- 7 "
4 1 / 2 " x 3 / 8 "
32.6
6.395
1
/ 2 "
8'-5" *
5'- 0 "
4'-7 "
5' -1"
5'- 0 "
5'- 0 "
8.527
1
/ 2 "
9'-7 " *
6'- 8 "
6 '- 0 "
6 '-7 "
6' - 5"
6'- 4 "
5.264
1
/ 2 "
7'-7 "
4'- 2 "
3'-10 "
4'- 3 "
4'- 3 "
4'- 3 "
6.579
1
9'- 0 " *
5'- 2 "
4' - 8 "
5'- 3 "
5'- 2 "
5'- 1"
1
1
4 / 2 " x / 2 " 1
5" x / 4 " 5
16" 5" x / 16 3
42.8 24.7 30.3
/ 2 "
5" x / 8 "
36.0
7.895
1
/ 2 "
9'- 10 " *
6'- 2 "
5'-7 "
6 '- 2 "
6'- 0 "
5'- 11"
5' x 1 / 2 "
47.3
10.527
1
/ 2 "
11'-2 " *
8'-2 "
7'- 3 "
8 '- 0 "
7 '- 9 "
7 '-7 "
7.580
1
/ 2 "
10'- 6 " *
5'-11"
5'- 4"
5'-11"
5'-10 "
5'- 9 "
1
6" x / 4 " 5
29.2
16" 6" x / 16
36.0
9.474
1
/ 2 "
11'- 8 " *
7 '- 4"
6'-7 "
7'- 3 "
7 '-1"
6'-11"
6" x 3 / 8 "
42.8
11.369
1
/ 2 "
12'- 8 " *
8 '- 9 "
7'-10 "
8 ' -7 "
8 '- 4"
8 '-1"
15.159
1
14'- 4" *
10'-2 " *
10' -7 " *
10'- 3 " *
10'-1" *
1
6" x / 2 "
•
3 Ton
3
1
•
7.9
1 Ton
Cross Bars
56.4
/ 2 "
Weights are approximate, approximate, and can vary depending depending on panel width, type of cross bar and mill/fabrication tolerances. Weights shown are are based on 4” cross bar centers.
All American Grating
• •
10'-10 " *
Section Modulus based on 5.053 bars/foot of width. width. *Span limited by deflection (L/400 maximum). When calculating loads that require serrated bearing bearing bars, 1 subtract / 4 " from your grating depth and use that load table.
1-800-962-9692
•
www.aagrating.com
•
[email protected]
29
Heavy Duty Grating
Panel Width Chart
Heavy Duty Panel Width Chart (in Inches)
Number of Bearing Bars
Dimensions are Outside to Outside of Bearing Bars
11- W- 4 1
/4"
5
/ 16"
15 - W- 4 3
/8"
1
5
/4"
/ 16"
19 - W- 4 3
/8"
1
/4"
5
/ 16"
2
16 / 16
1
16 1 / 16
16 1 / 16
1 / 4
16 1 / 16
16 1 / 16
1 / 2
16 1 9 / 16
3
1 5 / 8
16 1 11 / 16
1 3 / 4
2 1 / 8
16 2 3 / 16
2 1 / 4
2 5 / 8
16 2 11 / 16
2 3 / 4
4
16 2 5 / 16
2 3 / 8
16 2 7 / 16
16 3 1 / 16
3 1 / 8
16 3 3 / 16
16 3 13 / 16
3 7 / 8
16 3 15 / 16
5
3
16 3 1 / 16
3 1 / 8
4
16 4 1 / 16
4 1 / 8
5
16 5 1 / 16
5 1 / 8
6
3 11 / 16 16
3 3 / 4
3 13 / 16 16
4 15 / 16 16
5
5 1 / 16 16
6 3 / 16 16
6 1 / 4
6 5 / 16 16
7
4 3 / 8
4 7 / 16 16
4 1 / 2
5 7 / 8
5 15 / 16 16
6
7 3 / 8
7 7 / 16 16
7 1 / 2
8
16 5 1 / 16
5 1 / 8
16 5 3 / 16
16 6 13 / 16
6 7 / 8
16 6 15 / 16
16 8 9 / 16
8 5 / 8
16 8 11 / 16
9
5 3 / 4
16 5 13 / 16
5 7 / 8
7 3 / 4
16 7 13 / 16
7 7 / 8
9 3 / 4
16 9 13 / 16
9 7 / 8
10
16 6 7 / 16
6 1 / 2
16 6 9 / 16
16 8 11 / 16
8 3 / 4
16 8 13 / 16
16 10 15 / 16
11
16 11 1 / 16
11
7 1 / 8
16 7 3 / 16
7 1 / 4
9 5 / 8
16 9 11 / 16
9 3 / 4
12 1 / 8
16 12 3 / 16
12 1 / 4
12
7 13 / 16 16
7 7 / 8
7 15 / 16 16
10 9 / 16 16
10 5 / 8
10 11 / 16 16
13 5 / 16 16
13 3 / 8
13 7 / 16 16
13
8 1 / 2
8 9 / 16 16
8 5 / 8
11 1 / 2
11 9 / 16 16
11 5 / 8
14 1 / 2
14 9 / 16 16
14 5 / 8
14
16 9 3 / 16
9 1 / 4
16 9 5 / 16
16 12 7 / 16
12 1 / 2
16 12 9 / 16
16 15 11 / 16
15 3 / 4
16 15 13 / 16
15
9 7 / 8
16 9 15 / 16
10
13 3 / 8
16 13 7 / 16
13 1 / 2
16 7 / 8
16 16 15 / 16
17
16
9
16 10 / 16
10 / 8
11
16 10 / 16
5
16 14 / 16
14 / 8
7
16 14 / 16
1
16 18 / 16
18 / 8
16 18 3 / 16
17
11 1 / 4
16 11 5 / 16
11 3 / 8
15 1 / 4
16 15 5 / 16
15 3 / 8
19 1 / 4
16 19 5 / 16
19 3 / 8
18
11 15 / 16 16
12
12 1 / 16 16
16 3 / 16 16
16 1 / 4
16 15 / 16 16
20 7 / 16 16
20 1 / 2
20 9 / 16 16
19
12 5 / 8
12 11 / 16 16
12 3 / 4
17 1 / 8
17 3 / 16 16
17 1 / 4
21 5 / 8
21 11 / 16 16
21 3 / 4
20
16 13 5 / 16
13 3 / 8
16 13 7 / 16
16 18 1 / 16
18 1 / 8
16 18 3 / 16
16 22 13 / 16
22 7 / 8
16 22 15 / 16
21
14
16 14 1 / 16
14 1 / 8
19
16 19 1 / 16
19 1 / 8
24
24 1/16
24 1/8
22
16 14 11 / 16
14 3 / 4
16 14 13 / 16
16 19 15 / 16
20
16 20 1 / 16
16 25 3 / 16
25 1 / 4
16 25 5 / 16
23
15 3 / 8
16 15 7 / 16
15 1 / 2
20 7 / 8
16 20 15 / 16
21
26 3 / 8
16 26 7 / 16
26 1 / 2
24
16 16 1 / 16
16 1 / 8
16 16 3 / 16
16 21 13 / 16
21 7 / 8
16 21 15 / 16
16 27 9 / 16
27 5 / 8
16 27 11 / 16
25
16 3 / 4
16 13 / 16 16
16 7 / 8
22 3 / 4
22 13 / 16 16
22 7 / 8
28 3 / 4
28 13 / 16 16
28 7 / 8
26
17 7 / 16 16
17 1 / 2
17 9 / 16 16
23 11/ 16
23 3 / 4
23 13/ 16
29 15 / 16 16
30
30 1 / 16 16
27
18 1 / 8
16 18 3 / 16
18 1 / 4
24 5/8
24 11/16
24 3/4
31 1 / 8
16 31 3 / 16
31 1 / 4
28
16 18 13 / 16
18 7 / 8
16 18 15 / 16
16 25 9 / 16
25 5 / 8
16 25 11 / 16
16 32 5 / 16
32 3 / 8
16 32 7 / 16
29
19 1 / 2
16 19 9 / 16
19 5 / 8
26 1 / 2
16 26 9 / 16
26 5 / 8
33 1 / 2
16 33 9 / 16
33 5 / 8
30
16 20 3 / 16
20 1 / 4
16 20 5 / 16
16 27 7 / 16
27 1 / 2
16 27 9 / 16
16 34 11 / 16
34 3 / 4
16 34 13 / 16
31
20 7 / 8
20 15 / 16 16
21
28 3 / 8
28 7 / 16 16
28 1 / 2
35 7/8
35 15/16
36
32
21 9 / 16 16
21 5 / 8
21 11 / 16 16
29 5 / 16 16
29 3 / 8
29 7 / 16 16
37 1 / 16 16
37 1 / 8
37 3 / 16 16
33
22 1 / 4
16 22 5 / 16
22 3 / 8
30 1 / 4
16 30 5 / 16
30 3 / 8
38 1 / 4
16 38 5 / 16
38 3 / 8
34
16 22 15 / 16
23
16 23 1 / 16
16 31 3 / 16
31 1 / 4
16 31 5 / 16
16 39 7 / 16
39 1 / 2
16 39 9 / 16
35
23 5/8
23 11/16
23 3/4
32 1 / 8
16 32 3 / 16
32 1 / 4
40 5 / 8
16 40 11 / 16
40 3 / 4
36
24 5 / 16
24 3 / 8
24 7 / 16
16 33 1 / 16
33 1 / 8
16 33 3 / 16
16 41 13 / 16
41 7 / 8
16 41 15 / 16
37
25
25 1 / 16 16
25 1 / 8
34
34 1 / 16 16
34 1 / 8
43
43 1 / 16 16
43 1 / 8
38
25 11 / 16 16
25 3 / 4
25 13 / 16 16
34 15 / 16 16
35
35 1 / 16 16
44 3 / 16 16
44 1 / 4
44 5 / 16 16
39
26 3 / 8
16 26 7 / 16
26 1 / 2
35 7/8
35 15/16
36
45 3 / 8
16 45 7 / 16
45 1 / 2
40
16 27 1 / 16
27 1 / 8
16 27 3 / 16
16 36 13 / 16
36 7 / 8
16 36 15 / 16
16 46 9 / 16
46 5 / 8
16 46 11 / 16
41
27 3 / 4
16 27 13 / 16
27 7 / 8
37 3 / 4
16 37 13 / 16
37 7 / 8
47 3 / 4
16 47 13 / 16
47 7 / 8
42
16 28 7 / 16
28 1 / 2
16 28 9 / 16
16 38 11 / 16
38 3 / 4
16 38 13 / 16
16 48 15 / 16
49
16 49 1 / 16
43
29 1 / 8
16 29 3 / 16
29 1 / 4
39 5 / 8
16 39 11 / 16
39 3 / 4
50 1 / 8
16 50 3 / 16
50 1 / 4
44
29 13 / 16 16
29 7 / 8
29 15 / 16 16
40 9 / 16 16
40 5 / 8
40 11 / 16 16
51 5 / 16 16
51 3 / 8
51 7 / 16 16
45
30 1 / 2
30 9 / 16 16
30 5 / 8
41 1 / 2
41 9 / 16 16
41 5 / 8
52 1 / 2
52 9 / 16 16
52 5 / 8
46
16 31 3 / 16
31 1 / 4
16 31 5 / 16
16 42 7 / 16
42 1 / 2
16 42 9 / 16
16 53 11 / 16
53 3 / 4
16 53 13 / 16
47
37 7 / 8
16 31 15 / 16
32
43 3 / 8
16 43 7 / 16
43 1 / 2
54 7 / 8
16 54 15 / 16
55
48
9
16 32 / 16
32 / 8
7
1
49
33 1 / 4
16 33 5 / 16
5
3
1
5
7
1
/ 8"
15
5
1
3
11
3
3
1
16 32 / 16
5
1
16 44 / 16
44 / 8
16 44 / 16
16 56 / 16
56 / 8
16 56 3 / 16
33 3 / 8
45 1 / 4
16 45 5 / 16
45 3 / 8
57 1 / 4
16 57 5 / 16
57 3 / 8
Nominal 2' and 3' widths are in BOLD
Wider panels are available if the application requires it. Please contact an All American Grating representative for additional information.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
30
Heavy Duty Grating
Panel Width Chart
Heavy Duty Panel Width Chart (in Inches)
Number of Bearing Bars
Dimensions are Outside to Outside of Bearing Bars
22-W- 4 1
/4"
30 -W- 4
5
3
1
5
/16"
/8"
/4"
38 -W- 4
/ 16"
3
1
/8"
/ 4"
5
3
/16"
/8"
2
1 5 / 8
16 1 11 / 16
1 3 / 4
2 1 / 8
16 2 3 / 16
2 1 / 4
2 5 / 8
16 2 11 / 16
2 3 / 4
3
3
16 3 1 / 16
3 1 / 8
4
16 4 1 / 16
4 1 / 8
5
16 5 1 / 16
5 1 / 8
4
4 3 / 8
16 4 7 / 16
4 1 / 2
5 7 / 8
16 5 15 / 16
6
7 3 / 8
16 7 7 / 16
7 1 / 2
5
5 3 / 4
5 13 / 16 16
5 7 / 8
7 3 / 4
7 13 / 16 16
7 7 / 8
9 3 / 4
9 13 / 16 16
9 7 / 8
6
7 1 / 8
7 13 / 16 16
7 1 / 4
9 5 / 8
9 11 / 16 16
9 3 / 4
12 1 / 8
12 3 / 16 16
12 1 / 4
7
8 1 / 2
16 8 9 / 16
8 5 / 8
11 1 / 2
16 11 9 / 16
11 5 / 8
14 1 / 2
16 14 9 / 16
14 5 / 8
8
9 7 / 8
16 9 15 / 16
10
13 3 / 8
16 13 7 / 16
13 1 / 2
16 7 / 8
16 16 15 / 16
17
9
11 1 / 4
16 11 5 / 16
11 3 / 8
15 1 / 4
16 15 5 / 16
15 3 / 8
19 1 / 4
16 19 5 / 16
19 3 / 8
10
12 5 / 8
16 12 11 / 16
12 3 / 4
17 1 / 8
16 17 3 / 16
17 1 / 4
21 5 / 8
16 21 11 / 16
21 3 / 4
11
14
14 1 / 16 16
14 1 / 8
19
19 1 / 16 16
19 1 / 8
24
24 1/16
24 1/8
12
15 3 / 8
15 7 / 16 16
15 1 / 2
20 7 / 8
20 15 / 16 16
21
26 3 / 8
26 7 / 16 16
26 1 / 2
13
16 3 / 4
16 16 13 / 16
16 7 / 8
22 3 / 4
16 22 13 / 16
22 7 / 8
28 3 / 4
16 28 13 / 16
28 7 / 8
14
18 1 / 8
16 18 3 / 16
18 1 / 4
24 5/8
24 11/16
24 3/4
31 1 / 8
16 31 3 / 16
31 1 / 4
15
19 1 / 2
16 19 9 / 16
19 5 / 8
26 1 / 2
16 26 9 / 16
26 5 / 8
33 1 / 2
16 33 9 / 16
33 5 / 8
16
20 7 / 8
16 20 15 / 16
21
28 3 / 8
16 28 7 / 16
28 1 / 2
35 7/8
35 15/16
36
5
1
17
22 / 4
16 22 / 16
22 / 8
30 / 4
16 30 / 16
30 / 8
38 / 4
16 38 / 16
38 3 / 8
18
23 5/8
23 11/16
23 3/4
32 1 / 8
32 3 / 16 16
32 1 / 4
40 5 / 8
40 11 / 16 16
40 3 / 4
19
25
25 1 / 16 16
25 1 / 8
34
34 1 / 16 16
34 1 / 8
43
43 1 / 16 16
43 1 / 8
20
26 3 / 8
16 26 7 / 16
26 1 / 2
35 7/8
35 15/16
36
45 3 / 8
16 45 7 / 16
45 1 / 2
21
27 3 / 4
16 27 13 / 16
27 7 / 8
37 3 / 4
16 37 13 / 16
37 7 / 8
47 3 / 4
16 47 13 / 16
47 7 / 8
22
29 1 / 8
16 29 3 / 16
29 1 / 4
39 5 / 8
16 39 11 / 16
39 3 / 4
50 1 / 8
16 50 3 / 16
50 1 / 4
23
30 1 / 2
16 30 9 / 16
30 5 / 8
41 1 / 2
16 41 9 / 16
41 5 / 8
52 1 / 2
16 52 9 / 16
52 5 / 8
24
31 7 / 8
31 15 / 16 16
32
43 3 / 8
43 7 / 16 16
43 1 / 2
54 7 / 8
54 15 / 16 16
55
5
1
5
45 / 4
45 / 16 16
45 / 8
57 / 4
57 / 16 16
57 3 / 8
26
34 5 / 8
16 34 11 / 16
34 3 / 4
47 1 / 8
16 47 3 / 16
47 1 / 4
59 5 / 8
16 59 11 / 16
59 3 / 4
27
36
36 1/16
36 1/8
49
16 49 1 / 16
49 1 / 8
62
16 62 1 / 16
62 1 / 8
28
37 3 / 8
16 37 7 / 16
37 1 / 2
50 7 / 8
16 50 15 / 16
51
64 3 / 8
16 64 7 / 16
64 1 / 2
29
38 3 / 4
16 38 13 / 16
38 7 / 8
52 3 / 4
16 52 13 / 16
52 7 / 8
66 3 / 4
16 66 13 / 16
66 7 / 8
30
40 1 / 8
40 3 / 16 16
40 1 / 4
54 5 / 8
54 11 / 16 16
54 3 / 4
69 1 / 8
69 3 / 16 16
69 1 / 4
31
41 1 / 2
41 9 / 16 16
41 5 / 8
56 1 / 2
56 9 / 16 16
56 5 / 8
71 1 / 2
71 9 / 16 16
71 5 / 8
32
42 7 / 8
16 42 15 / 16
43
58 3 / 8
16 58 7 / 16
58 1 / 2
33
44 1 / 4
16 44 5 / 16
44 3 / 8
60 1 / 4
16 60 5 / 16
60 3 / 8
34
45 5 / 8
16 45 11 / 16
45 3 / 4
62 1 / 8
16 62 3 / 16
62 1 / 4
35
47
16 47 1 / 16
47 1 / 8
64
16 64 1 / 16
64 1 / 8
36
48 3 / 8
16 48 7 / 16
48 1 / 2
65 7 / 8
16 65 15 / 16
66
37
49 / 4
49 / 16 16
49 / 8
67 / 4
67 / 16 16
67 7 / 8
38
51 1 / 8
51 3 / 16 16
51 1 / 4
69 5 / 8
69 11 / 16 16
69 3 / 4
39
52 1 / 2
16 52 9 / 16
52 5 / 8
71 1 / 2
16 71 9 / 16
71 5 / 8
40
53 7 / 8
16 53 15 / 16
54
5
41
55 / 4
16 55 / 16
55 3 / 8
42
56 5 / 8
16 56 11 / 16
56 3 / 4
43
58
58 1 / 16 16
58 1 / 8
44
59 3 / 8
59 7 / 16 16
59 1 / 2
45
60 3 / 4
16 60 13 / 16
60 7 / 8
46
62 1 / 8
16 62 3 / 16
62 1 / 4
47
63 1 / 2
16 63 9 / 16
62 5 / 8
48
64 7 / 8
16 64 15 / 16
65
5
66 3 / 8
49
1
1
66 / 4
66 / 16 16
13
3
1
33 / 8
3
5
3
33 / 16 16
7
1
5
33 / 4
13
3
1
25
3
5
3
1
Nominal 2' and 3' widths are in BOLD
Wider panels are available if the application requires it. Please contact an All American Grating representative for additional information.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
31
Custom Heavy Duty Grating
Supplementary Bar Grating & Egg Crates
Supplementary Bar Grating offers ers a special fabrication that combines All American Grating off heavy and light bearing bars to produce a product with unique capabilities. Deep heavy-duty bars provide the strength to support vehicle loads; these deeper bars are alternated with lighter, shallower bars that serve to reduce the grating’s clear opening. This is an extremely economical solution for certain demanding applications. Call All American Grating for additional details.
Deeper Heavy Duty Bars bears vehicle loads
Hand-Welded Cross Bars round or rectangular cross bars
Shallow Light Duty Bars reduces clear opening
Egg Crates Egg crates are constructed using equal size bearing bars and cross bars. A notch is punched punched into the top half of the bearing bar; a similar notch is punched into the bottom half of the cross bar. When assembled and welded (generally using a full depth fillet weld in opposite corner of the bb/cb joint), a grating with equal strength in both directions is produced. Due to equipment restrictions, not all bar sizes can be used to construct an Egg Crate. Please contact All American Grating with specific requirements.
Egg Crates Insertion View
Egg Crates Perspective View All American Grating
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•
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•
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32
Aluminum Swage-Locked I-Bar Grating
19-SGI-4 19-SGI-2
1
Swage-Locked 16" Center to Center of Bearing Bars 1 3 / 16
/4"
Bar Profile* Profile*
1
/16 16""
19-SGI-4
Swaged Cross Bars
* Above illustration does not represent actual
4" Center to Center
distance between bearing bars. NOTE: Spans and loads to the right of the heavy line exceed 1 a deflection of / 4" for uniform loads of 100#/ sq. ft. which provides safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer. Static Load Table: Table: Loads and deflections are theoretical, based on a fiber stress of 12,000 PSI, E = 10,000,000 PSI
FINISH: Panels shall be supplied with a mill finish unless otherwise specified.
19-SGI-2
U - Safe Uniform Load in Lbs. per sq. ft.
Swaged Cross Bars 2" Center to Center
C - Safe Concentrate Concentrate Load in Lbs. per sq. ft. of grating width. D - Deflection in inches.
Bar Size
Approximate Sec. Mod. Weight Per Ft. #/Sq. Ft. of Width
Type
19-SGI-4
2.0 0.324
1" x 1 / 4 "
Maximum Safe Clear Span
2' -0 -0" 2' - 6" 3' - 0" 3' - 6" 4'- 0" 4'-6" 5' -0 -0" 5'- 6" 6' - 0" 6' - 6" 6" 7' - 0" 8' - 0" 9' -0 -0"
U D
647 .142
414 .222
288 .320
211 21 1 .435
162 .570
19-SGI-2
2.3
C D
647 .114
518 .178
431 .256
370 .349
324 .456
19-SGI-4
2.38
U D
1014 .115
649 .180
451 .259
331 .352
254 .461
200 .582
162 .718
134 .869
0.507
1 1 / 4 " x 1 / 4 " 19-SGI-2
2.68
C D
1014 .092
811 811 .144
676 .207
579 .282
507 .368
451 .466
406 .576
369 .697
19-SGI-4
2.74
U D
1458 .096
933 .150
648 .216
476 .294
364 .383
288 .485
233 .599
193 .726
162 .863
138 1.013
0.729
1 1 / 2 " x 1 / 4 " 19-SGI-2
3.04
C D
1458 .077
1166 .120
972 .173
833 .235
729 .307
648 .388
583 .479
530 .580
486 .690
449 .811
19-SGI-4
3.09
U D
2105 .087
1347 .136
935 .196
687 .267
526 .348
416 .441
337 .545
278 .658
234 .784
199 .919
172 132 1.068 1.398
1.052
1 3 / 4 " x 1 / 4 " 19-SGI-2
3.39
C D
2105 .070
1684 1403 .109 .157
1203 .214
1052 .279
935 .353
842 .436
765 .527
702 .628
648 .737
601 .853
526 1.115
19-SGI-4
3.49
U D
2596 .072
1662 .113
1154 .162
848 .221
649 .288
513 .365
415 .450
343 .544
288 .647
246 .761
212 .882
162 128 1.150 1.456 649 .927
1.298
2" x 1 / 4 " 19-SGI-2
3.79
C D
2596 2077 1731 .058 .091 .130
1484 .177
1298 .232
1154 .293
1038 .362
944 .438
865 .521
799 .612
742 .710
19-SGI-4
3.84
U D
3293 .064
1463 .144
1075 .196
823 .256
650 .324
527 .400
435 .483
366 .576
312 .676
269 206 163 .784 1.024 1.298
1.646
2 1 / 4 " x 1 / 4 "
2107 .100
577 1.173
19-SGI-2
4.14
C D
3293 2634 2195 .051 .080 .115
1882 .157
1646 .205
1463 .259
1317 .320
1197 .387
1098 .461
1013 .540
941 .627
823 .818
732 1.036
19-SGI-4
4.23
U D
4039 2585 1795 .058 .090 .130
1319 .176
1010 .230
798 .292
646 .360
534 .435
449 .519
382 .608
330 .706
252 .920
199 1.164
C D
4039 3232 2693 2308 2020 1795 .046 .072 .104 .141 .184 .233
1616 .228
1469 .349
1346 .415
1243 .487
1154 .564
1010 .737
898 .934
2.02
2 1 / 2 " x 1 / 4 " 19-SGI-2
4.53
Panel Width Chart in Inches No. of Bars
Load Types
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
/ 4 " Bar
1 7 / 16 16
2 5 / 8
3 13 / 16 16
5
6 3 / 16 16
7 3 / 8
8 9 / 16 16
9 3 / 4
10 15 / 16 16
12 1 / 8
13 5 / 16 16
14 1 / 2
15 11 / 16 16
16 7 / 8
18 1 / 16 16
No. of Bars
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
7
5
13
24
3
3
9
3
15
1
5
1
11
1
1
/ 4 " Bar
19 / 4
16 20 / 16
21 / 8
16 22 / 16
16 25 / 16
26 / 8
16 27 / 16
28 / 4
16 29 / 16
31 / 8
16 32 / 16
33 / 2
16 34 / 16
35 7 / 8
Shaded columns indicate Standard Panel Width Width MATERIALS: Bearing Bars shall be Aluminum Alloy 6061-T6. Cross Bars shall be Aluminum Alloy 6063-T1.Per ASTM B-221.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
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33
Aluminum Swage-Locked I-Bar Grating
15-SGI-4 15-SGI-2
1
/4"
Bar Profile* Profile*
Swage-Locked 15 / 16 16" Center to Center of Bearing Bars
1
/16 16""
15-SGI-4 Swaged Cross Bars
* Above illustration does not represent actual
4" Center to Center
distance between bearing bars. NOTE: Spans and loads to the right of the heavy line exceed 1 a deflection of / 4" for uniform loads of 100#/ sq. ft. which provides safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer engineer.. Static Load Table: Table: Loads and deflections are theoretical, based on a fiber stress of 12,000 PSI, E = 10,000,000 PSI
FINISH: Panels shall be supplied with a mill finish unless otherwise specified.
15-SGI-2 Swaged Cross Bars
U - Safe Uniform Load in Lbs. per sq. ft.
2" Center to Center
C - Safe Concentrate Load in Lbs. per sq. ft. of grating width. D - Deflection in inches.
Bar Size
Approximate Sec. Mod. Weight Per Ft. #/Sq. Ft. of Width
Type
15-SGI-4
2.45 0.407
1" x 1 / 4 "
814 .142
521 .222
362 .320
266 .436
203 .567
543 .256
465 .348
407 .455
15-SGI-4
2.91
U D
1276 .115
816 .180
567 .259
417 .353
319 .460
252 .583
204 .719
169 .872
0.638
6' - 6" 7' - 0" 0" 8' - 0" 9' - 0"
3.21
C D
1276 .092
1020 .144
850 .207
729 .282
638 .368
567 .466
510 .575
464 .696
15-SGI-4
3.36
U D
1834 .096
1174 .150
815 .216
599 .294
458 .383
362 .485
293 .599
242 .725
204 .863
174 1.013
0.917
15-SGI-2
3.66
C D
1834 .077
1467 .120
1223 .173
1048 .235
917 .307
815 .388
734 .479
667 .580
611 61 1 .690
564 .810
15-SGI-4
3.80
U D
2648 .087
1695 .136
1177 .196
865 .267
662 .349
523 .441
424 .545
350 .659
294 .783
251 .921
216 165 1.066 1.390
1.324
15-SGI-2
4.10
C D
2648 .070
2118 .109
1765 .157
1513 .213
1324 .279
1177 .353
1059 .436
963 .527
883 .628
815 .736
757 .854
662 1.115
15-SGI-4
4.30
U D
3266 .072
2090 .113
1452 .162
1066 .220
817 .288
645 .364
523 .450
432 .545
363 .648
309 .760
267 .883
204 161 1.151 1.455
1.633
15-SGI-2
4.60
C D
3266 .058
2613 .090
2177 .130
1866 .176
1633 .230
1452 .292
1306 .360
1188 .436
1089 .519
1005 .608
933 .706
817 .922
15-SGI-4
4.74
U D
4142 .064
2651 .100
1841 .144
1353 .196
1036 .256
818 .324
663 .400
548 .484
460 .575
392 .675
388 .783
259 205 1.024 1.298
2.071
726 1.167
15-SGI-2
5.04
C D
4142 .051
3314 .080
2762 .115
2367 .157
2071 .205
1841 .259
1657 .320
1506 .387
1381 .461
1275 .541
1184 .627
1036 .819
921 1.036
15-SGI-4
5.23
U D
5082 .058
3252 .090
2258 .130
1659 .176
1270 .230
1004 .292
813 .360
672 .436
565 .519
481 .608
415 .706
318 .923
251 1.167
C D
5082 .046
4065 .072
3388 .104
2904 .141
2541 .184
2258 .233
2033 .288
1848 .349
1694 .415
1564 .487
1452 .565
1270 .737
1129 .933
2.541
15-SGI-2
5.53
Panel Width Chart in Inches
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
9
10
11
3
16 1 / 16
1
2 / 8
1
16 3 / 16
4
15
16 4 / 16
7
5 / 8
13
16 6 / 16
3
7 / 4
11
16 8 / 16
5
9 / 8
16 10 / 16
11 / 2
16 12 / 16
13 / 8
16 14 5 / 16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
1
15
7
13
3
11
5
9
1
7
1
3
/ 4 " Bar
15 / 4
16 16 / 16
17 / 8
16 18 / 16
19
16 19 / 16
20 / 8
16 21 / 16
No. of Bars
32
33
34
35
36
37
38
39
5
1
3
1
1
34
15
/ 4 " Bar
6' - 0"
15-SGI-2
2 1 / 2 " x 1 / 4 "
1
5' - 6"
651 .178
2 1 / 4 " x 1 / 4 "
1
5' -0"
814 .114
2" x 1 / 4 "
No. of Bars
U D
4'- 6"
C D
1 3 / 4 " x 1 / 4 "
/ 4 " Bar
2' -6 -6" 3' - 0" 3' - 6" 4' -0 -0"
2.75
1 1 / 2 " x 1 / 4 "
1
2' -0"
Maximum Safe Clear Span
15-SGI-2
1 1 / 4 " x 1 / 4 "
No. of Bars
Load Types
16 29 / 16
30 / 4
16 31 / 16
32 / 8
16 33 / 16
16 34 / 16
22 / 4
16 23 / 16
35 7 / 8
12
13
14
15
9
1
7
3
24 / 8
16 25 / 16
26 / 2
16 27 / 16
16
28 3 / 8
Shaded columns indicate Standard Panel Width Width MATERIALS: Bearing Bars shall be Aluminum Alloy 6061-T6. Cross Bars shall be Aluminum Alloy 6063-T1.Per ASTM B-221.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
34
Aluminum Swage-Locked I-Bar Grating
11- SG I- 4 11- SG I-2 I- 2
1
/4"
Bar Profile* Profile*
Swage-Locked 11 / 16 16" Center to Center of Bearing Bars
1
/16 16""
11-SGI-4 Swaged Cross Bars 4" Center to Center
* Above illustration does not represent actual distance between bearing bars. NOTE: Spans and loads to the r ight of the heavy line exceed 1 a deflection of / 4" for uniform loads of 100#/ sq. ft. which provides safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
Static Load Table: Table: Loads and deflections are theoretical, based on a fiber stress of 12,000 PSI, E = 10,000,000 PSI
FINISH: Panels shall be supplied with a mill finish unless otherwise specified.
11-SGI-2
U - Safe Uniform Load in Lbs. per sq. ft.
Swaged Cross Bars 2" Center to Center
C - Safe Concentrate Load in Lbs. per sq. ft. of grating width. D - Deflection in inches.
Bar Size
Approximate Sec.Mod. Weight Per Ft. Load #/Sq. Ft. of Width Types
Type
11-SGI-4
3.2
1" x 1 / 4 "
0.551
Maximum Safe Clear Span
2' -0"
2'- 6"
3' -0"
3' -6"
4' - 0"
4' - 6"
5' - 0"
U D
1102 .144
705 .223
490 .322
360 .438
276 27 6 .577
218 .721
176 17 6 .887
5' - 6"
11-SGI-2
3.5
C D
1102 .115
881 .180
735 .269
630 .351
552 .463
491 .577
440 .709
11-SGI-4
3.8
U D
1728 .115
1106 .182
768 76 8 .259
564 .354
432 .463
341 .583
276 .723
228 .876
1 1 / 4 " x 1 / 4 "
0.864
6' - 0"
6'- 6"
11-SGI-2
4.2
C D
1728 .093
1383 .144
1152 .207
987 .282
864 .368
767 .466
690 .576
627 .693
11-SGI-4
4.5
U D
2484 .097
1590 .151
1104 .212
811 81 1 .295
621 .374
491 .487
397 .601
328 .729
276 .867
235 .990
1 1 / 2 " x 1 / 4 "
1.242
7' - 0"
8' - 0"
9' -0"
11-SGI-2
4.8
C D
2484 .077
1988 .119
1656 .174
1419 .235
1242 .309
1105 .390
993 .482
902 .584
828 .693
764 76 4 .813
11-SGI-4
5.1
U D
3586 .086
2295 .128
1594 .185
1171 .252
897 .331
708 .417
574 57 4 .515
474 47 4 .622
398 .743
340 .871
293 1.015
224 1.308
11-SGI-2
5.4
C D
3586 .065
2869 .103
2391 .149
2049 .205
1794 .264
1593 .333
1435 .412
1304 .497
1194 .594
1105 .693
1026 .805
896 1.055
11-SGI-4
5.8
U D
4426 .072
2833 .112
1967 .162
1445 .223
1107 .288
874 87 4 .367
708 .452
585 .547
492 .650
419 .768
361 .094
277 1.163
219 1.468
1 3 / 4 " x 1 / 4 "
1.793
2" x 1 / 4 "
2.213 11-SGI-2
6.1
C D
4426 .058
3541 .090
2951 .128
2529 .176
2214 .270
1967 .290
1770 .360
1609 .435
1476 .517
1362 .606
1264 .706
1108 .922
986 1.168
11-SGI-4
6.4
U D
5612 .061
3592 .099
2494 .143
1832 .196
1403 .255
1109 .333
898 .398
742 .482
624 .574
531 .686
458 .785
351 1.025
277 1.295
2 1 / 4 " x 1 / 4 "
2.806 11-SGI-2
6.8
C D
5612 .058
4490 .090
3741 .128
3206 .176
2806 .270
2294 .290
2245 .360
2041 .435
1872 .517
1726 .606
1603 .706
1404 .922
1247 1.168
11-SGI-4
7.1
U D
6884 .058
4406 .088
3060 .128
2248 .176
1721 .232
1360 .290
1101 .360
910 .434
765 .520
652 .610
562 .708
430 .930
340 1.169
C D
6884 .046
5508 .072
4590 .102
3934 .142
3442 .184
3060 .232
2753 .288
2503 .346
2295 .414
2119 .484
1967 .564
1720 .738
1530 .933
2 1 / 2 " x 1 / 4 "
3.442 11-SGI-2
7.4
Panel Width Chart in Inches No. of Bars 1
/ 4 " Bar
No. of Bars 1
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
9
10
15
5
1 / 8
5
16 2 / 16
3
11
16 3 / 16
3
4 / 8
1
16 5 / 16
3
5 / 4
7
16 6 / 16
17
18
19
20
21
22
23
24
1
15
5
5
11
3
1
16 / 16
11
12
13
14
15
16
1
7 / 8
13
16 7 / 16
1
8 / 2
3
16 9 / 16
7
9 / 8
16 10 9 / 16
25
26
27
28
29
30
31
3
7
1
13
1
3
/ 4 " Bar
11 / 4
16 11 / 16
12 / 8
16 13 / 16
14
16 14 / 16
15 / 8
16 16 / 16
16 / 4
16 17 / 16
18 / 8
16 18 / 16
19 / 2
16 20 / 16
20 7 / 8
No.. of Ba No Bars rs
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
/ 4 " Bar
16 21 9 / 16
22 1 / 4
22 15 / 16 16
23 5 / 8
16 24 5 / 16
25
16 25 11 / 16
26 3 / 8
16 27 1 / 16
27 3 / 4
16 28 7 / 16
29 1 / 8
29 13 / 16 16
30 1 / 2
16 31 3 / 16
No. of Bars
47
48
49
50
51
52
53
Shaded columns indicate Standard Panel Width Width
31 7 / 8
16 32 9 / 16
33 1 / 4
16 33 15 / 16
34 5 / 8
16 35 5 / 16
36
MATERIALS: Bearing Bars shall be Aluminum Alloy 6061-T6. Cross Bars shall be Aluminum Alloy 6063-T1. Per ASTM B-221.
1
1
/ 4 " Bar
All American Grating
1-800-962-9692
•
www.aagrating.com
•
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35
Stair Treads
Safe Load Tables Tables
Bear Be arin ing g Ba Barr Si Size ze
Smoo Sm ooth th Su Surf rfac ace e
Serr Se rrat ated ed Su Surf rfac ace e
3 3 / 4" x / 16 16"
2'- 4" Max
N/A
1 1" x / 8"
2'- 7" Max
2'-3" Max
3 1" x / 16" 16
3'- 5" Max
2'-10" Max
1 1 1 / 4" x / 8"
3'- 7" Max
3'-1" Max
• Cast Aluminum Abrasive Abrasive
1 3 1 / 4" x / 16 16"
4'- 8" Max
4'- 2" Max
• Steel Mebac® Nosings
1 1 1 / 2" x / 8"
4'- 6" Max
3'-11" Max
1 3 1 / 2" x / 16 16"
5'- 6" Max
5'- 3" Max
3 3 1 / 4" x / 16 16"
5'- 11" Max
5'- 6" Max
3 16" 16 2" x /
6'- 6" Max
6'- 0" Max
1 3 4" x / 16 16" 2 /
7'- 8" Max
7'- 1" Max
1 3 2" x / 16 16" 2 /
8'- 11" Max
8'- 4" Max
Safe Walking Walking Loads for Carbon Steel and Stainless Steel Stair Treads. Treads. Welded type or Press-Locked Press-Locked (Rectangular Bearing Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Check Checkered ered Plate Nosings
Bearing Bars 1 3/16" Center to Center
Bear Be arin ing g Ba Barr Si Siz ze
Smoo Sm ooth th Su Surf rfac ace e
Serrrat Se ated ed Su Surf rfac ace e
3 3 / 4" x / 16 16"
2'- 8" Max
N/A
1 1" x / 8"
3'- 0" Max
2'- 6" Max
3 1" x / 16" 16
4'- 0" Max
3'-4" Max
1 1 1 / 4" x / 8"
4'-2" Max
3'-7" Max
• Cast Aluminum Abrasive Abrasive
1 3 1 / 4" x / 16 16"
5'- 1" Max
4'- 6" Max
• Steel Mebac® Nosings
1 3 1 / 2" x / 16 16"
5'- 6" Max
5'-6" Max
Safe Walking Walking Loads for Carbon Steel and Stainless Steel Stair Treads. Treads. Welded type or Press-Locked Press-Locked (Rectangular Bearing Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Check Checkered ered Plate Nosings
Bearing Bars 15/16" Center to Center
All maximum stair tread load capabilities are based on a 300 Lb. concentrated load on the front 5" of tread at the center of the tread lengths, deflecting less than 1/240 of length. Consult All American Grating for any other types of loading.
N/A = Not Available N/R = Not Recommended
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36
Stair Sta ir Treads Treads
Safe Load Tables Tables
Bear Be arin ing g Ba Barr Si Siz ze
Smoo Sm ooth th Su Surf rfac ace e
Serr Se rrat ated ed Su Surf rfac ace e
3 3 4" x / 16 16" /
N/A
N/A
1 1" x / 8"
N/R
N/A
3 1" x / 16" 16
2'- 4" Max
2'-2"
1 1 1 / 4" x / 8"
N/R
N/R
• Cast Aluminum Abrasive Abrasive
1 3 1 / 4" x / 16 16"
2'-10" Max
2'-7" Max
• Aluminum Mebac® Nosings
1 1 1 / 2" x / 8"
N/R
N/R
1 3 1 / 2" x / 16 16"
3'- 6" Max
3'- 2" Max
3 1 3 / 4 " x / 16" 16
4'- 3" Max
3'-10" Max
3 2" x / 16" 16
5'- 1" Max
4'- 8" Max
3 16" 16 2 1 / 4 " x /
5'- 6" Max
5'- 0" Max
3 16" 16 2 1 / 2 " x /
5'-10" Max
5'- 3" Max
Safe Walking Loads for Aluminum Stair Treads Swage-Locked Type or Press-Locked Press-Locked (Extruded Rectangular Bearing Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Corrugated Nosings
Bearing Bars 1 3/16" Center to Center
Safe Walking Loads for Aluminum Stair Treads Swage-Locked Type or Press-Locked Press-Locked (Extruded Rectangular Bearing Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Corrugated Nosings
Bear Be arin ing g Ba Barr Si Siz ze
Smoo Sm ooth th Su Surf rfac ace e
Serr Se rrat ated ed Su Surf rfac ace e
3 1" x / 16" 16
2'- 6" Max
2'-3"
1 3 1 / 4" x / 16 16"
3'- 1" Max
2'- 9" Max
1 3 1 / 2" x / 16 16"
3'- 10" Max
3'- 5" Max
3 3 1 / 4" x / 16 16"
4'- 8" Max
4'- 3" Max
Bearing Bars 15/16" Center to Center
• Cast Aluminum Abrasive Abrasive • Aluminum Mebac® Nosings
Safe Walking Loads for Aluminum Stair Treads. Swage-Locked Type (Extruded I-Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Corrugated Nosings • Cast Aluminum Abrasive Abrasive
Bear Be arin ing g Ba Barr Siz Size e 1
Groo Gr oove ved d Sur Surffac ace e
1" x / 4"
2'- 4" Max Max
1
1 / 4" x / 4"
2'-10" Max
1 1 / 2" x 1 / 4"
3'-6" Max
1 3 / 4" x 1 / 4"
4'-3" Max
2" x 1 / 4"
5'-0" Max
1
Bearing Bars 1 3/16" Center to Center
• Aluminum Mebac® Nosings.
Safe Walking Loads for Aluminum Stair Treads. Swage-Locked Type (Extruded I-Bars). With Standard End Plates (For Bolting to Stringers) see page 38. Available with: • Corrugated Nosings
Bear Be arin ing g Bar Bar Si Siz ze
Corr Co rru ugate ted d Al Alu umin inu um Su Surfa rface ce
1
2'-6" Max
1" x / 4" 1
1
1 / 4" x / 4"
3'-1" Max
1 1 / 2" x 1 / 4"
3'-10" Max
1 3 / 4" x 1 / 4"
4'-8" Max
Bearing Bars 15/16" Center to Center
• Cast Aluminum Abrasive Abrasive • Aluminum Mebac® Nosings.
All maximum stair tread load capabilities are based on a 300 Lb. concentrated load on the front 5" of tread at the center of the tread lengths, deflecting less than 1/240 of length. Consult All American Grating for any other types of loading.
N/A = Not Available N/A N/R = Not Recommended All American Grating
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37
Nosings, Tread Widths Widths & Sta Standard ndard End Plates
Stairr Treads Stai Treads
Extruded Extrude d Aluminum Aluminum Corrugated Nosing
Checkered Plate Angle Nosing (Carbon Steel)
Mebac® Nosing
Cast Aluminum Abrasive Nosing
(Carbon Steel or Aluminum)
(attached to Carbon Steel or Aluminum Angles)
Bearing Bar Spacing 1 3/16" Center to Center
15/
16"
Tread
Center to Center
Width
"A" Dim.
Width
"A" Dim.
6 3 / 1166"
2 1 / 2 "
6 1 / 8 "
2 1 / 2 "
7 3 / 8 "
4 1 / 2 "
7 1 / 16 16"
4 1 / 2 "
8 9 / 16 16"
4 1 / 2 "
8"
4 1 / 2 "
9 3 / 4 "
7"
8 15 / 16 16"
4 1 / 2 "
10 15 / 16 16"
7"
9 7 / 8 "
7"
12 1 / 8 "
7"
10 13 / 16 16"
7"
13 5 / 16"
7"
11 3 / 4"
7"
Run 1" Overlap
Rise 6" to 8"
Top of Platform
NOTE: Widths are based on using 3 / 16 16" thick bearing bars. 16" less. When using 1 / 8 " thick bearing bars, tread width is 1 / 16
Typical Stair Stringer Detail Tread Width
11 / 4" Nosing
1 4" Nosing 1 /
3
1 / 4"
"A"
7 / 16 16"
1 1 / 8"
5 / 16 16" 3 1 4" 1 / 2" 2 /
1 2 / 2"
"A"
7 / 16 16"
7 / 16 16" x 1 1 / 4" Slotted
1 1 / 8"
2 1 / 2" 2" Standard End Plate 11 / 4" Nosing
"A" 1 1 / 8"
2 1 /2" Standard End Plate
1 4 " Nosing 1 /
1 4" 2 /
7 / 16 16"
7 / 16 16" x 1 1 / 4" Slotted
5 / 16 16"
1 2 / 4"
3" 7 / 16 16"
7 / 16 16" x 1 1 / 4" Slotted
"A" 1 1 / 8"
3" Standard End Plate
3"
7 / 16 16" x 1 1 / 4" Slotted
3" Standard End Plate
• Carbon Steel and Stainless 2 1 / 2 " End Plates used for Grating Depths 3 / 4" to 1 1 / 4" • Carbon Steel and Stainless 3" End Plates used for Grating Depths 1 1 / 2" to 1 3 / 4" • Aluminum End Plates are always 3" for Grating Depths 1" to 1 3 / 4" • Grating Depths over 1 3 / 4 " require special End Plates
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Fastening Systems
Saddle Clips H
Saddle Clips For welded and pressure-locked grating having bearing bars 3 15 16" (1.1875) and / 16 16 16" (.9375) on center. May be used on 1 / installations where grating is subject to frequent removal. Clips used on aluminum grating should be stainless steel.
1"
19 - W Saddle Clip Galvanized or Stainless Steel
L
G
.074 (14 ga.)
L
1 3 / 16 16" Center to Center
1/8" Radius
11 / 32 32"
H
B
Hole Diameter 5 / 8" Base to t o Top Top
B
G
Fits Over Bearing Bars, 1/8", 3/16" & 1/4" Thick
Tek Screw (1/4" Diameter or less)
15 - W Saddle Clip Galvanized or Stainless Steel G
.074 (14 ga.) 15 / 16 16"
L
Center to Center 5 / 16"
H
Hole Diameter 1 / 2" Base Bas e to t o Top Top
B
Fits Over Bearing Bars, 1/8", 3/16" & 1/4" Thick
Saddle Clips for Heavy Duty & Railroad Grating (Galvanized)
1 11 / 16 16" Center to Center
1 3 / 8" Center to Center 15 / 16 16" 9 / 16 16"
1 7 / 16 16"
1 1 / 2" 2 3 / 16 16"
1 3 / 16 " "
22-W
27-W Railroad
5 / 16 16" & 7 / 1166" Holes
9 / 16 16" x 13 / 1166" Slotted Hole
10 -1 -11 1 gauge thickness
13 gauge thickness
Fits Over Bearing Bars up to 3/8" Thick
Fits Over Bearing Bars up to 3/16" Thick
1 7 / 8 "
2 3 / 8" Center to Center
Center to Center 5 / 8"
1 / 2"
1 1 / 2"
2" 3 5 / 16"
2 13 / 16 " "
30-W
38-W
5 / 16 16" & 7 / 1166" Holes
5 / 16 16" & 7 / 1166" Holes
10-11 gauge thickness Fits Over Bearing Bars up to 3/8" Thick
All American Grating
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10-11 gauge 10-11 gaug e thickness thi ckness Fits Over Bearing Bars up to 3/8" Thick
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Fastening Systems
Tek Screws
Tek Screws • Hex Washer Head Self-Drilling Tek Screw. • Tek screws quickly drill, tap and insert, usually in less time than it takes to drill a hole. • Long-Life Hardened Coating or Zinc-Plated for corrosion resistance
Hex Head
Self-Drilling for easy insertion
Tek Recommendation Chart
The chart below shows typical application recommendations for Tek Screws and Grating.
Depth of Grating
Recommended Tek Screw
Dimensions
1"
1 1 / 2" Teks
1 / 4" - 14 x 1 1 / 2" #3 Long-Life Coated
1 1 / 4"
2" Teks
12 - 24 x 2" #5 Long-Life Coated
1 1 / 2"
2" Teks
12 - 24 x 2" #5 Long-Life Coated
1 3 / 4"
2 1 / / 22" Teks
1 / 4" - 14 x 2 1 / 2" #3 Zinc-Plated
2"
2 1 / / 22" Teks
1 / 4" - 14 x 2 1 / 2" #3 Zinc-Plated
2 1 / 4" to 2 1 / 2"
3" Teks
1 / 4" - 14 14 x 3" #3 Zinc-Plated
While the above chart shows recommendations for typical applications, All American Grating assumes no responsibilty for mis-ordered parts or installation flaws resulting from use of the above chart.
• 1 / 4" - 14 #3 Teks can drill up to 1 / 4" thick Carbon Steel without pre-drilling pilot holes. • 12 - 24 #5 Teks can drill dril l up to 3 / 8" thick (sometimes 1 / 2" thick) Carbon Steel without pre-drilling pilot holes.
Tek Screw
Installation Install ation View of a Tek Screw Sc rew in a Saddle Sadd le Clip Cl ip
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Fastening Systems
G-Clips®
G–Clip
®
Grating
Fastens grating to a horizontal-facing steel structural structural member edge. G-Clips unique top is better for holding strength and to suit 19 - W grating. Second, a G-Clips patented bottom connects to the beam underside. A hex-headed cap screw connects the two, and its length suits the grating height being installed.
1
/4" – 20 Bolt Angle
• NO welding or hot work required • NO damage to protective coatings • NO power set bolts • NO drilling or tapping • NO special tools • NO ladders or scaffolds • Increased holding strength • Available Available in Galvanized or Stainless Steel • Resists vibration and corrosion • Easy to remove • Galvanized Clip fits grating with 1" Clear Openings and fits up to 3 / 16 16" thick Bearing Bars. • Stainless Steel Clip fits grating with 1" Clear Openings and fits up to 1 / 4" Bearing Bars. • Stainless Steel Clip fits grating with 3 / 4" Clear Openings and fits up to 3 / 16 16" Bearing Bars.
1 1/2"
1
/4" – 20 Bolt
For adjacent grating panels, these clips stop deflection at panel splices. One Standard G-Clip® is required with each GP-1 GP-1 Clip®.
" 6 1
/
5 1
1
11 / 16" 16"
16"" 4 7/16
GP-1 Clip®
GP-1 Clip® Assembled
(Available in Galvanized or Stainless Steel)
(Available in Galvanized or Stainless Steel) 16" or greater clear openings. Fits between bearing bars with 7 / 16
1
9/ 32" Hole
/4" – 20 Bolt
2
3/ 8"
1 / 8 "
1
1 1 1 6 "
/
®
®
Close Mesh G-Clip Pieces
Close Mesh G-Clip
(only available in Stainless Steel)
(only available in Stainless Steel)
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41
Grate-Fast® & Hinge
Fastening Systems
Grate-Fast
®
1"
Grate-Fast® enables rapid and secure connection of open grate flooring to steel sections. Grating can be secured by one man only, working from above, without the need to drill the steel, or weld on site. Only for openings with 1" between bearing bars. bars .
A 19-W Saddle Clip
B
C
Stepped design allows Grate-Fast ® to lock under the bearing bar
Cross Bar
14 gauge x 1 1/16" Saddle Clip
Bar Grating 1 1 / 16" 16
" / 1 t h g i e H
8 3
minimum 1 / 8 " maximum 3 / 4 "
Structure Member 1 Overall Length 3 / 8"
Cast Malleable Iron Body Galvanized Base
Blank Hinge (Carbon Steel)
Width 3 4" /
9 / 16"
These hinges can be spot welded or drilled with holes for screws or rivets for mounting. They They can be cut to length with a hack hacksaw saw and are reversible for right- and left-hand mounting. Hinge and pin are made of the same material unless indicated other wise. From a folded position, hinges have at least 265° of movem movement. ent.
.51 Diameter
"
8 / 3 3
3 1/2"
"
8 / 3 3
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Grating Part Part Numbers
Understanding Grating Part Numbers and Spacings Examples
19 - W - 4 19 1 3 / 16 16" ( / 16 16") Center to Center of Bearing Bars
Welded Type
7-P-4 7 / 16" 16" Center to Center of Bearing Bars
4" Center to Center of Cross Bars
PressLocked
4" Center to Center of Cross Bars
15 - SGI - 2 15 / 16" 16" Center to Center of Bearing Bars
Swage-Locked 2" Center to Center I-Bar of Cross Bars
11 - AP - 4
15 - SG - 2 15 / 16" 16" Center to Center of Bearing Bars
Swage Locked
11 / 16" 16" Center to Center of Bearing Bars
2" Center to Center of Cross Bars
Aluminum 4" Center to Center Press-Locked of Cross Bars
11 - W - 2 11 / 16" 16" Center to Center of Bearing Bars
Welded Type
2" Center to Center of Cross Bars
18 - R - 7 1 1 / 8" (18 / 16 16") Inside Face to Inside Face of Bearing Bars
Riveted
8 - SSP - 4 1
/ 2" ( 8 / 16 16") Center to Center of Bearing Bars
7" Center to Center of Rivets
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Stainless Steel 4" Center to Center Press-Locked of Cross Bars
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18-R-7 18-R-3
Carbon Steel Riveted Bar Grating 1 1 / 8 " Inside Face to Inside Face of Bearing Bars
18-R-3
18-R-7
3 1 / 2 " Rivet Centers 1 / 4 " Diameter Rivets
7" Rivet Centers 1 / 4 " Diameter Rivets
Stati c Load Table Table –– Loads & deflections are theoretical, based based on a maximum allowable fiber stress of 18,000 PSI. E = 30,000,000 PSI.
Ty pe
Approximate Weight #/Sq. Ft.
18-R-7
6.2
18-R-3
Bar Size
U D
Maximum Safe Clear Span 2' -0" 2' -6" 3'- 0" 3'- 6" 4' -0" 4'-6" 5'- 0" 5'- 6" 6'- 0" 6'- 6" 7'- 0" 8'- 0" 9'- 0" 366 234 163 120 92 72 Note: Spans and loads to the right of the heavy line exceed .096 .150 .216 .295 .386 .484
6.9
C D
366 .077
293 .120
244 .173
209 .235
183 .307
163 .389
7.7
U D
549 .096
351 .150
244 .216
179 .294
137 .383
108 .482
549 .077
439 .120
366 .173
314 .236
275 .308
244 .389
D – Deflection in inches.
3
/ 4 " x 1 / 8 "
0.122
18-R-7 3
Sec. Mod. Per Ft. Load of Width Types
3
16 " / 4 " x / 16
0.183
r a B p 1" x 1 / 8 " m i r C ) "
a deflection of 1/4" for uniform loads of 100#/ sq. ft. which
provides safe pedestrian comfort, but can be exceeded for other types of loads at the discretion of the engineer.
U – Safe Uniform Load in Lbs. per sq. ft. C – Safe Concentrated Load per foot of grating width.
18-R-3
8.2
C D
18-R-7
7.3
U D
648 .072
415 .112
288 .162
212 .221
162 .288
128 .364
104 .451
86 .546
72 .647
0.216
NOTE: When Riveted Bar Grating is serrated only the crimp bars are serrated.
18-R-3
8.1
C D
648 .057
518 .090
432 .129
370 .176
324 .230
288 .291
259 .359
236 .435
216 .517
8 / 1
18-R-7
9.3
U D
975 .072
624 .113
433 .162
318 .221
244 .289
193 .366
156 .451
129 546
108 .648
" 4 / 3
18-R-3
9.9
C D
975 .058
780 .090
650 .130
557 .177
488 .231
435 .292
390 .361
355 .437
325 .520
18-R-7
8.1
U D
1017 .058
651 .090
452 .130
332 .177
254 .231
201 .293
163 .362
134 .435
113 .520
96 .609
83 .708
18-R-3
9.2
C D
1017 .046
814 .072
678 .104
581 .142
509 .185
452 .234
407 .289
370 .350
339 .416
313 .488
291 .560
18-R-7
10.9
U D
1521 .058
973 .090
676 67 6 .130
497 .177
380 .230
300 .291
243 .359
201 .435
169 .518
144 .608
124 .705
18-R-3
11.2
C D
1521 .046
1217 .072
1014 .104
869 .141
761 .184
676 .233
608 .288
553 .348
507 .415
468 .487
435 .565
18-R-7
9.5
U D
1464 .048
937 .075
651 .108
478 .147
366 .192
289 .233
234 .299
194 .363
163 .433
139 .508
120 .590
92 .772
72 .967
3 16 " x 1" x / 16
0.325
(
1
1
1 / 4 " x / 8 "
0.339
16 " 1 1 / 4 " x 3 / 16
1
0.507
1
1 / 2 " x / 8 "
0.488
18-R-3
10.3
C D
1464 .038
1171 .060
976 97 6 .086
837 .118
732 .153
651 .194
586 .240
532 .290
488 .345
450 .405
418 .470
366 .614
325 .770
18-R-7
12.5
U D
2190 .048
1402 .075
973 .108
715 .147
548 .192
433 .243
350 .300
290 .364
243 .431
207 .506
179 .589
137 .769
108 10 8 .971
18-R-3
12.7
C D
2190 .038
1752 .060
1460 .086
1251 .118
1095 .154
973 .196
876 .240
796 .290
730 .346
674 67 4 .406
626 .471
548 .615
487 .778
15.1
U D
2982 .041
1908 .064
1325 .093
974 974 .126
746 .165
589 .208
477 .257
394 .311
331 .370
282 .434
243 .503
186 .657
147 .832
15.4
C D
2982 2386 .033 .051
1988 .074
1704 .101
1491 .132
1325 .167
1193 .206
1084 .249
994 .296
918 .348
852 .403
746 .527
663 .667
16.7
U D
3897 2494 .036 .056
1732 .081
1272 .110
974 97 4 .144
770 .182
624 .225
515 .272
433 .324
369 .380
318 .441
244 .577
192 .728
16" 1 1 / 2 " x 3 / 16
0.730
r a 18-R-7 B 3 3 1 / 4 " x / 16 16" p 18-R-3 m i r C ) 18-R-7 "
8 / 1
x " 1 (
0.994
16" 2" x 3 / 16
1.299
18-R-3
17.0
C D
3897 .029
3118 .045
2598 .065
2227 .088
1949 .115
1732 .146
1559 .180
1417 .218
1299 .259
1199 .304
1113 .353
974 97 4 .461
866 .583
18-R-7
18.2
U D
4932 .032
3156 .050
2192 .072
1610 .098
1233 .128
974 97 4 .162
789 .200
652 .242
548 .288
467 .338
403 .392
308 .512
244 .649
2 1 / 4 " x 3 / 16 16"
1.644
18-R-3
20.0
C D
4932 3946 3288 .026 .040 .058
2818 .078
2466 .102
2192 .130
1973 .160
1793 .194
1644 .230
1518 .271
1409 .314
1233 .410
1096 .518
18-R-7
19.8
U D
6087 3896 2705 .029 .045 .065
1988 .088
1522 .115
1202 .146
974 97 4 .180
805 .218
676 .259
576 .304
497 .353
380 .460
301 30 1 .584
18-R-3
22.8
C D
6087 4870 4058 .023 .036 .052
3478 3044 2705 2435 .071 .092 .117 .144
2213 .174
2029 .207
1873 .243
1739 .282
1533 .369
1353 .467
16" 2 1 / 2 " x 3 / 16
2.029
Panel Width Chart in Inches No. of Bars
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
/ 8" Bar
3
1 / 8
5
2 / 8
7
3 / 8
1
5 / 8
3
6 / 8
3
7 / 8
7
8 / 8
3
16" Bar / 16
1 1 / 2
16 2 13 / 16
4 1 / 8
16 5 7 / 16
6 3 / 4
16 8 1 / 16
No. of Bars
17
18
19
20
21
1
3
5
7
1
1
Also, when serrated the crimp bars will rest approximately 1 16" above the bearing bars. / 16"
9
10
11
12
13
14
15
10 / 8
3
11 / 8
5
12 / 8
7
13 / 8
1
15 / 8
3
16 / 8
5
17 / 8
18 7 / 8
9 3 / 8
16 10 11 / 16
12
16 13 5 / 16
14 5 / 8
16 15 15 / 16
17 1 / 4
16 18 9 / 16
19 7 / 8
22
23
24
25
26
27
28
29
30
3
5
7
1
3
5
7
1
1
1
/ 8" Bar
20 / 8
21 / 8
22 / 8
23 / 8
25 / 8
26 / 8
27 / 8
28 / 8
30 / 8
31 / 8
32 / 8
33 / 8
35 / 8
3
16 21 3 / 16
22 1 / 2
16 23 13 / 16
25 1 / 8
16 26 7 / 16
27 3 / 4
16 29 1 / 16
30 3 / 8
16 31 11 / 16
33
16 34 5 / 16
35 5 / 8
16 36 15 / 16
16" Bar / 16
16
36 3 / 8
Carbon Steel Materia Material: l: ASTM A - 1011
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12-R-7 12-R-3
Carbon Steel Riveted Bar Grating 3
/ 4 " Inside Face to Inside Face of Bearing Bars
12-R-7
12-R-3
7" Rivet Centers 1 / 4 " Diameter Rivets
3 1 / 2 " Rivet Centers 1 / 4 " Diameter Rivets
Stati c Load Table Table –– Loads & deflections are theoretical, theoretical, based on a maximum allowable fiber stress of 18,000 PSI. E = 30,000,000 PSI.
Bar Size
3
Approximate Sec. Mod. Weight Per Ft. Load #/Sq. Ft. of Width Types
12-R-7
8.8
12-R-3
9.3
C D
512 .076
410 .119
342 .173
293 .234
Maximum Safe Clear Span 4'- 0" 4'-6" 5'- 0" 5'- 6" 6'- 0" 6'- 6" 7'- 0" 8'- 0" 9'- 0" 129 101 10 1 Note: Spans and loads to the right of the heavy line exceed .374 .486 a deflection of 1 / 4 " for uniform loads of 100#/ sq. ft. which 256 228 provides safe pedestrian comfort, but can be exceeded for .308 .389 other types of loads at the discretion of the engineer.
12-R-7
10.4
U D
769 .095
491 .151
342 .216
251 .295
192 .374
151 .486
U – Safe Uniform Load in Lbs. per sq. ft.
Ty pe
1
/ 4 " x / 8 "
0.171
3
16" / 4 " x 3 / 16
r a B p 1" x 1 / 8 " m i r C ) "
8 / 1
x
0.257
615 .119
512 .173
440 .234
385 .308
342 .389
D – Deflection in inches.
12-R-7
10.5
U D
907 .072
581 .111
403 .159
297 .219
227 .288
179 .366
146 .451
120 .547
101 10 1 .673
10.9
C D
907 .057
725 .090
605 .129
518 .176
454 .231
403 .293
363 .360
330 .434
302 .518
12-R-7
12.6
U D
1365 .072
874 874 .111
606 .159
445 .219
342 .288
270 .366
218 .451
181 .547
151 .673
12-R-3
13.0
C D
1365 .057
1092 .090
910 .129
780 .176
683 .231
609 .293
546 .360
497 .434
455 .518
12-R-7
11.9
U D
1424 .057
911 91 1 .090
633 .129
465 .176
356 .231
281 .291
228 .358
188 .433
158 .520
134 .608
116 .704
0.475 12.2
C D
1424 .046
1140 .072
949 .104
813 .141
713 .183
633 .233
570 .288
518 .349
475 .416
438 .487
407 .565
12-R-7
14.6
U D
2129 .057
1362 .090
946 .129
696 .176
532 .231
420 .291
340 .358
281 .433
237 .520
202 .608
174 .704
12-R-3
14.7
C D
2129 .046
1704 .072
1420 .104
1217 .141
1065 .183
946 .233
851 .288
774 77 4 .349
710 71 0 .416
655 .487
168 .565
12-R-7
13.5
U D
2050 .047
1312 .075
911 91 1 .106
669 .147
512 .192
405 .243
328 .300
272 .365
228 .433
195 .506
168 .587
129 .774
101 10 1 .978
0.710
0.684
12-R-3
13.7
C D
2050 .038
1639 .059
1366 .087
1172 .117
1025 .154
911 91 1 .195
820 .241
745 .289
683 .347
630 .406
585 .470
512 .614
455 .777
12-R-7
16.7
U D
3066 .047
1963 .075
1362 .106
1001 .147
767 76 7 .192
606 .243
490 .300
406 .365
340 .433
290 .506
251 .587
192 .774
151 .978
12-R-3
16.9
C D
3066 .038
2453 .059
2044 .087
1751 .117
1533 .154
1362 .195
1226 .241
1114 .289
1022 .347
944 .406
876 .470
767 .614
682 .777
12-R-7
20.3
U D
4175 .042
2671 .064
1855 .092
1364 .126
1044 .165
825 .208
668 .258
552 .310
463 .371
395 .435
340 .506
260 .664
206 .838
12-R-3
20.7
C D
4175 .033
3340 .052
2783 .074
2386 .101
2087 .132
1855 .167
1670 .206
1518 .249
1392 .297
1285 .347
1193 .403
1044 .527
928 .667
12-R-7
22.5
U D
5456 .036
3492 .056
2425 .081
1781 .111
1364 .144
1078 .183
874 87 4 .226
721 .273
606 .325
517 .384
445 .447
342 .580
269 .732
12-R-3
23.0
C D
5456 .029
4365 .045
3637 .064
3118 .088
2729 .115
2425 .145
2183 .180
1984 .217
1819 .259
1679 .303
1558 .353
1364 .460
1212 .583
12-R-7
24.7
U D
6905 .032
4418 .050
3069 .072
2254 .098
1726 .127
1364 .162
1105 .199
913 .241
767 .287
654 .338
564 .393
431 .512
342 .646
12-R-3
25.1
C D
6905 .026
5524 .039
4603 .057
3945 .079
3452 .102
3069 .129
2762 .160
2510 .194
2302 .230
2125 .270
1973 .314
1726 .410
1534 .518
12-R-7
26.9
U D
8522 .028
5454 .044
3787 .064
2783 .088
2131 .116
1683 .145
1364 .180
1127 .217
946 .260
798 .305
696 .354
532 .465
421 .586
C D
8522 .023
6818 .036
5681 .051
4869 .071
4262 .092
3787 .116
3409 .144
3098 .173
2841 .207
2622 .242
2435 .282
2131 .369
1894 .467
16" 1 1 / 2 " x 3 / 16
1.022
16" 1 3 / 4 " x 3 / 16
1
1.392
1.819
2.302
3
16" 2 / 2 " x / 16
2.841
12-R-3
27.3
Panel Width Chart in Inches No of Bars
Also, when serrated the crimp bars will rest approximately 1 / 16" 16" above the bearing bars.
12-R-3
1 1 / 2 " x 1 / 8 "
x 1 3 1 16" ( 2 / 4 " x / 16
NOTE: When Riveted Bar Grating is serrated only the crimp bars are serrated.
12-R-3
16" 1 1 / 4 " x 3 / 16
"
C – Safe Concentrated Load per foot of grating width.
769 .076
1 1 / 4 " x 1 / 8 "
8 / 1
3'- 6" 168 .295
C D
0.455
r a B p m i r 2" x 3 / 16 16" C ) "
3' - 0" 228 .216
10.8
16" 1" x 3 / 16
(
2 ' - 6" 328 .151
12-R-3
0.303
" 4 / 3
U D
2'-0" 512 .095
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
9
10
11
12
1
1
7
1 / 8
3
2 / 4
5
3 / 8
1
4 / 2
3
5 / 8
1
6 / 4
1
7 / 8
8
7
8 / 8
3
9 / 4
10 / 8
11 / 2
12 / 8
13 1 / 4
3
1 1 / 8
16 2 1 / 16
3
16 3 15 / 16
4 7 / 8
16 5 13 / 16
6 3 / 4
16 7 11 / 16
8 5 / 8
16 9 9 / 16
10 1 / 2
16 11 7 / 16
12 3 / 8
16 13 5 / 16
14 1 / 4
No. of Bars 17 1 / 8 " Bar 14 1 / 8 3 16" Bar 16 / 16 15 3 / 16
18 15 16 1 / 8
19 15 7 / 8 16 17 1 / 16
20 16 3 / 4 18
21 17 5 / 8 16 18 15 / 16
22 18 1 / 2 19 7 / 8
23 19 3 / 8 16 20 13 / 16
24 20 1 / 4 21 3 / 4
25 21 1 / 8 16 22 11 / 16
26 22 23 5 / 8
27 22 7 / 8 16 24 9 / 16
28 23 3 / 4 25 1 / 2
29 24 5 / 8 16 26 7 / 16
30 25 1 / 2 27 3 / 8
31 26 3 / 8 16 28 5 / 16
No. of Ba No. Bars rs 32 1 / 8 " Bar 27 1 / 4 3 / 16 29 1 / 4 16" Bar
33 28 1 / 8 30 3 / 16 16
34 29 31 1 / 8
35 29 7 / 8 32 1 / 16 16
36 30 3 / 4 33
37 31 5 / 8 33 15 / 16 16
38 32 1 / 2 34 7 / 8
39 33 3 / 8 35 13 / 16 16
40 34 1 / 4
41 35 1 / 8
42 36
/ 8 " Bar
16" Bar / 16
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14
15
5
1
3
16
Carbon Steel Materi Material: al: ASTM A -1011
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18-AR-7 18-AR-3
Aluminum Riveted Bar Grating 1 1 / 8 " Inside Face to Inside Face of Bearing Bars
18-AR-7
18-AR-3
7" Rivet Centers 1 / 4 " Diameter Rivets
3 1 / 2 " Rivet Centers 1 / 4 " Diameter Rivets
Stati c Load Table Table –– Loads & deflections are theoretical, based based on a maximum allowable fiber stress of 18,000 PSI. E = 30,000,000 PSI.
Type
Approximate Weight #/Sq. Ft.
18-AR-7
2.340
Bar Size
3
1
/ 4 " x / 8 "
3
0.138
x
122 .614
provides safe pedestrian comfort, but can be exceeded for
366 .154
293 .240
244 .346
209 .470
183 .615
18-AR-3
3.081
C D
18-AR-7
2.666
U D
432 .144
276 .224
192 .323
141 .440
108 .587
1
a deflection of / 4 " for uniform loads of 100#/ sq. ft. which other types of loads at the discretion of the engineer.
U – Safe Uniform Load in Lbs. per sq. ft. C – Safe Concentrated Load per foot of grating width. D – Deflection in inches.
NOTE: When Riveted Bar Grating is serrated only the crimp bars are serrated.
18-AR-3
3.021
C D
432 .115
346 .180
288 .259
247 .352
216 .460
18-AR-7
3.224
U D
650 .144
416 .226
289 .325
212 .442
163 .591
128 .729
0.325
Also, when serrated the crimp bars will rest approximately 1 16" above the bearing bars. / 16
18-AR-3
3.583
C D
650 .116
520 .180
433 .260
371 .353
325 .462
289 .585
18-AR-7
3.050
U D
678 .116
434 .181
301 .260
221 .353
170 .473
134 .585
18-AR-3
3.405
C D
678 .093
542 .144
452 .208
387 .283
339 .370
301 .468
18-AR-7
3.791
U D
1014 .115
649 .180
451 .259
331 .353
254 .471
200 .582
162 .719
134 .871
18-AR-3
4.150
C D
1014 .092
811 81 1 .144
676 .207
579 .282
507 .369
451 .467
406 .577
369 .697
18-AR-7
3.415
U D
976 .096
625 .150
434 .216
319 .294
244 .392
193 .486
156 .599
129 .725
0.339
0.507
0.488 18-AR-3
3.770
C D
976 .077
781 .120
651 .173
558 .235
488 .307
434 .389
390 .479
355 .580
18-AR-7
4.239
U D
1460 .096
934 .150
649 .216
477 .294
365 .392
288 .485
234 .601
193 .726
162 .863
138 1.012
18-AR-3
4.598
C D
1460 .077
1168 .120
973 .173
834 .235
730 .307
649 .389
584 .480
531 .581
487 .692
449 .811
18-AR-7
5.062
U D
1988 .082
1272 .129
884 .185
649 .252
497 .336
393 .417
318 .514
263 .623
221 .741
188 .868
162 124 1.006 1.314
18-AR-3
5.493
C D
1988 .066
1590 .103
1325 .148
1136 .202
994 .263
884 .334
795 .411
723 .498
663 .593
612 .696
568 .807
497 1.053
18-AR-7
5.574
U D
2598 .072
1663 .113
1155 .162
848 .221
650 .294
513 .365
416 .451
344 .545
289 .649
246 .761
212 .882
162 1.150
128 1.455 577 1.166
0.730
0.994
1.299 18-AR-3
6.055
C D
2598 .058
2078 .090
1732 .130
1485 .177
1299 .231
1155 .292
1039 .360
945 .436
866 .519
799 .608
742 .706
650 .923
18-AR-7
6.077
U D
3288 .064
2104 .100
1461 .144
1074 .196
822 .261
649 .324
526 .400
435 .484
365 .576
311 31 1 .676
268 .783
206 162 1.027 1.293
18-AR-3
6.508
C D
3288 .051
2630 .080
2192 .115
1879 .157
1644 .205
1461 .259
1315 .320
1196 .387
1096 .461
1012 .541
939 .627
822 .819
731 1.037
18-AR-7
6.580
U D
4058 .058
2597 .090
1804 .130
1325 .176
1015 .235
802 .292
649 .360
537 .436
451 .519
384 .608
331 .705
254 .923
200 1.164
18-AR-3
7.011
C D
4058 .046
3246 .072
2705 .104
2319 .141
2029 .184
1804 .233
1623 .288
1476 .349
1353 .415
1249 .487
1159 .564
1015 .738
902 .933
1.644
2 1 / 2 " x 3 / 16 16"
2.029
Panel Width Chart in Inches
16" Bar / 16
139 .469
92 .789
2 1 / 4 " x 3 / 16 16"
3
163 .346
120 .591
3 2" x / 16" 16
/ 8" Bar
195 .240
163 .433
1 1 / 2 " x 3 / 16 16"
1
244 .153
234 .300
1 1 / 2 " x 1 / 8 "
No. of Bars
Note: Spans and loads to the right of the heavy line exceed
366 .192
1 1 / 4 " x 3 / 16 16"
x " 1 (
61 .767
U D
1 1 / 4 " x 1 / 8 "
8 / 1
80 .590
2.722
1" x 3 / 16 16"
r a B p 1 3 / 4 " x 3 / 16 16" m i r C ) "
108 .430
18-AR-7
0.216
(
156 .299
2.695
0.183
8 / 1
244 .192
18-AR-3
3
r a B p 1 m 1" x / 8 " i r C ) "
U D C D
/ 4 " x / 16 16 "
" 4 / 3
Sec. Mod. Maximum Safe Clear Span Per Ft. Load of Width Types 2' - 0" 2' - 6" 3'- 0" 3' - 6" 4' - 0" 4' - 6" 5' - 0" 5' - 6" 6' - 0" 6' - 6" 7' - 0" 8' - 0" 9' - 0"
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
3
1 / 8
5
2 / 8
7
3 / 8
1
5 / 8
3
6 / 8
5
7 / 8
7
9
8 / 8
10 / 8
11 / 8
12 / 8
13 / 8
15 / 8
16 / 8
17 / 8
18 7 / 8
1 1 / 2
16 2 13 / 16
4 1 / 8
16 5 7 / 16
6 3 / 4
16 8 1 / 16
9 3 / 8
16 10 11 / 16
12
16 13 5 / 16
14 5 / 8
16 15 15 / 16
17 1 / 4
16 18 9 / 16
19 7 / 8
1
10
11
12
13
14
15
3
5
7
1
3
5
17
18
19
20
21
22
23
24
25
26
27
28
29
30
1
/ 8 " Bar
20 1 / 8
21 3 / 8
22 5 / 8
23 7 / 8
25 1 / 8
26 3 / 8
27 5 / 8
28 7 / 8
30 1 / 8
31 3 / 8
32 5 / 8
33 7 / 8
35 1 / 8
36 3 / 8
3
21 3 / 16 16
22 1 / 2
23 13 / 16 16
25 1 / 8
26 7 / 16 16
27 3 / 4
29 1 / 16 16
30 3 / 8
31 11 / 16 16
33
34 5 / 16 16
35 5 / 8
36 15 / 16 16
No. of Bars 16" Bar / 16
16
Aluminum Materia Material: l: ASTM B -221
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12-AR-7 12-AR-3
Aluminum Riveted Bar Grating 3
/ 4 " Inside Face to Inside Face of Bearing Bars
12-AR-7
12-AR-3
7" Rivet Centers 1 / 4 " Diameter Rivets
3 1 / 2 " Rivet Centers 1 / 4 " Diameter Rivets
Stati c Load Table Table –– Loads & deflections are theoretical, based based on a maximum allowable fiber stress of 18,000 PSI. E = 30,000,000 PSI.
Bar Size
Type
12-AR-7
3
/ 4 " x 1 / 8 "
16" / 4 " x 3 / 16
"
" 4 / 3
12-AR-3
3.603
12-AR-7
3.753 0.257
r a B p 1 m 1" x / 8 " i r C ) x
3.292 0.171
3
8 / 1
Approximate Sec. Mod. Weight Per Ft. Load #/Sq. Ft. of Width Types
16" 1" x 3 / 16
12-AR-3
4.075
12-AR-7
3.758
12-AR-3
4.069
12-AR-7
4.457 0.455
(
1 1 / 4 " x 1 / 8 "
12-AR-3
4.779
12-AR-7
4.307 0.475
1 1 / 4 " x 3 / 16 16"
1 1 / 2 " x 1 / 8 "
12-AR-3
4.618
12-AR-7
5.251
12-AR-3
5.573
12-AR-7
4.828
12-AR-3
5.139
12-AR-7
5.878
12-AR-3
"
7.012
7.729 1.819
16" 2 1 / 4 " x 3 / 16
16" 2 1 / 2 " x 3 / 16
12-AR-3
8.097
12-AR-7
8.433
12-AR-3
8.801
12-AR-7
9.137
2.302
2.841
12-AR-3
9.505
Panel Width Chart in Inches No. of Bars
1.392
7.380
12-AR-7
16" 2" x 3 / 16
1.022
6.200
r a B 12-AR-7 p 1 3 / 4 " x 3 / 16 16" m i 12-AR-3 r C ) x " 1 (
0.710
0.684
16" 1 1 / 2 " x 3 / 16
8 / 1
0.303
Maximum Safe Clear Span 2'-0" .342 .269 342 .215 512 .269 512 .216 605 .202 605 .161 910 .202 910 .162 949 .162 949 .130 1420 .161 1420 .129 1366 .134 1366 .108 2044 .134 2044 .108 2783 .115 2783 .924 3637 .101 3637 .081 4603 .090 4603 .071 5681 .081 5681 .064
U D C D U D C D U D C D U D C D U D C D U D C D U D C D U D C D U D C D U D C D U D C D U D C D
2'- 6" 218 .419 273 .335 328 .420 410 .336 386 .314 484 .252 582 .316 728 .252 608 .253 759 .202 909 .252 1135 .202 875 .210 1093 .168 1308 .210 1635 .168 1781 .181 2226 .144 2328 .158 2909 .126 2946 .140 3682 .112 3636 .126 4544 .101
3'- 0" 3'- 6" 4'- 0" 4'- 6" 5'- 0" 5'- 6" 6'- 0" 6'- 6" 7' - 0" 8'- 0" 9'- 0" 151 112 85 Note: Spans and loads to the right of the heavy line exceed .602 .826 1.074 1 a deflection of / 4 " for uniform loads of 100#/ sq. ft. which 228 195 171 provides safe pedestrian comfort, but can be exceeded for .484 .656 .859 other types of loads at the discretion of the engineer. 228 168 129 U – Safe Uniform Load in Lbs. per sq. ft. .606 .827 1.105 C – Safe Concentrated Load per foot of grating width. 342 293 256 D – Deflection in inches. .484 .658 .861 269 197 151 NOTE: When Riveted Bar .452 .616 .822 Grating is serrated only the 403 346 302 crimp bars are serrated. .363 .493 .644 Also, when serrated the crimp 405 297 228 179 1 16" bars will rest approximately / 16 .455 .619 .827 1.021 above the bearing bars. 606 519 455 405 .364 .494 .647 .819 421 309 238 188 .364 .494 .662 .813 633 542 475 421 .291 .396 .518 .655 631 463 280 227 188 356 .363 .494 .659 .815 1.007 1.219 631 946 811 81 1 710 71 0 568 503 .290 .395 .517 .654 .808 .976 608 447 342 270 218 181 .302 .412 .549 .680 .839 1.015 546 911 91 1 781 683 608 497 .242 .329 .430 .545 .671 .812 909 668 511 51 1 403 270 227 193 328 .302 .412 .549 .679 .841 1.016 1.208 1.417 1362 1168 1022 909 818 743 682 629 .242 .329 .430 .545 .672 .813 .969 1.135 1238 909 696 505 445 309 263 227 174 368 .259 .353 .470 .584 .720 .872 1.037 1.215 1.408 1.840 928 1855 1590 1392 1237 1113 1012 857 794 696 .207 .282 .368 .468 .575 .697 .830 .974 1.230 1.474 1617 1187 910 718 582 482 405 344 297 227 179 .227 .309 .412 .511 .631 .763 .909 1.065 1.235 1.610 2.037 2425 2079 1819 1617 1455 1323 1212 1119 1039 910 808 .182 .248 .323 .409 .504 .610 .727 .851 .988 1.292 1.632 2045 1504 1151 907 736 609 511 51 1 375 288 227 435 .202 .274 .365 .454 .560 .678 .806 .946 1.096 1.438 1.810 3069 2631 2302 2045 1841 1674 1534 1417 1315 1151 1023 .161 .220 .287 .363 .448 .542 .645 .715 .878 1.147 1.452 2526 1855 1421 1123 909 752 631 538 463 356 280 .182 .246 .329 .409 .504 .610 .727 .851 .987 1.292 1.630 3787 3247 2841 2526 2272 2066 1894 1749 1623 1421 1263 .146 .197 .258 .326 .403 .489 .581 .682 .790 1.033 1.306
Dimensions are Outside to Outside of Bearing Bars.
2
3
4
5
6
7
8
9
10
11
12
1
1
7
1 / 8
3
2 / 4
5
3 / 8
1
4 / 2
3
5 / 8
1
6 / 4
1
7 / 8
8
7
8 / 8
3
9 / 4
10 / 8
11 / 2
12 / 8
13 1 / 4
3
1 1 / 8
16 2 1 / 16
3
16 3 15 / 16
4 7 / 8
16 5 13 / 16
6 3 / 4
16 7 11 / 16
8 5 / 8
16 9 9 / 16
10 1 / 2
16 11 7 / 16
12 3 / 8
16 13 5 / 16
14 1 / 4
/ 8 " Bar
16" Bar / 16
No. of Bars
13
14
15
5
1
3
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
/ 8 " Bar
14 1 / 8
15
15 7 / 8
16 3 / 4
17 5 / 8
18 1 / 2
19 3 / 8
20 1 / 4
21 1 / 8
22
22 7 / 8
23 3 / 4
24 5 / 8
25 1 / 2
26 3 / 8
3
16" Bar / 16
16 15 3 / 16
16 1 / 8
16 17 1 / 16
18
16 18 15 / 16
19 7 / 8
16 20 13 / 16
21 3 / 4
16 22 11 / 16
23 5 / 8
16 24 9 / 16
25 1 / 2
16 26 7 / 16
27 3 / 8
16 28 5 / 16
No.. of Ba No Bars rs
32
33
34
35
36
37
38
39
40
41
42
1
1
28 / 8
29
7
3
5
1
3
1
1
36
1
3
1
1
/ 8 " Bar
3
16" Bar / 16
27 / 4 29 / 4
16 30 / 16
31 / 8
29 / 8 1
16 32 / 16
30 / 4 33
31 / 8 15
16 33 / 16
32 / 2 7
34 / 8
33 / 8
34 / 4
35 / 8
13
16 35 / 16
Aluminum Mater Material: ial: ASTM B -221
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Chemical Resisitance Guide
Fiberglass Gratings Operating Temperature, Temperature, °F Molded CorGrate
Operating Temperature, Temperature, °F ®
Pultruded CorGrate
Molded CorGrate
Vinyl
Isophthalic General
Vinyl
Isophthalic
Ester
Polyester Purpose
Ester
Polyester
Ester
Polyester
Resin
Resin
(VF)
Vinyl
®
Isophthalic General
®
Pultruded CorGrate
Vinyl
Isophthalic
Purpose
Ester
Polyester
Resin
Resin
Resin
(PF)
(GF)
(VF)
(PF)
14 0
18 0
15 0
16 0
Amb
Resin
Resin
Resin
Resin
Resin
(VF)
(PF)
(GF)
(VF)
(PF)
180
150
1 40
180
150
Lithium C hloride
180
1 50
NR
Ma gnesiu m Carbon ate
160
1 20
Ma gnesiu m Chloride
180
1 50
14 0
18 0
15 0
NR
14 0 14
NR
Chemical Environment A c e ti c A c i d , 5 0 % Acetone
®
Amb
(1)
(2)
Amb 120
NR
(2)
(2)
Amb 120
(2)
(2)
A lc o h o l
120
A lu m i n u m C h l o r id e
180
150
14 0
180
1 50
Ma gnesiu m Hyd rox id e
180
NR
Aluminum Hyd roxide
120
Amb
NR
120
Amb
Ma gnesiu m Nitrate
180
1 20
16 0
Amb
Alu minum Nitrate
140
120
140
100
Ma gnesiu m Sulfate
160
1 50
16 0
12 0
Alu minum Su lfate
160
150
160
120
Me rcu ric Chloride
180
1 50
18 0
15 0
Ammonium Ch lorid e
180
150
160
1 20
Methyl Ethyl Ketone
NR
NR
NR
NR
Ammonium Hyd roxide, 5%
1 80
NR
1 40
NR
Mine ral Oil
180
1 50
18 0
15 0
Ammonium Nitrate, 5 0%
180
120
160
1 20
Nickel Chloride
180
1 40
18 0
12 0
Ammonium Nitrate, Saturated
180
100
160
1 00
Nitric Acid, 5 %
120
1 00
12 0
10 0
NR
120
Chemical Environment
(1)
NR
NR
(2)
Ammonium Pe rsulfate , 25%
1 20
NR
NR
120
NR
Phenol, 10%
Ammonium Phos phate
180
120
NR
150
Amb
Phos phoric Acid, 85%
180
1 40
18 0
Ammonium Su lfate
180
120
160
120
Phos phoric Acid, Vapor
160
1 20
16 0
12 0
Barium Chlorid e
18 0
15 0
180
150
Potass ium Aluminum Sulfate
180
1 50
18 0
15 0
Barium Su lfate
18 0
15 0
180
150
Potass ium Bicarbon ate
120
Amb
11 0
Amb
NR
P ot ot as as si si um um C ar arb on on at at e, e, 1 0% 0%
1 10 10
A mb mb
NR
11 0
NR
NR
Potass ium Ch lo ride
180
1 50
14 0
18 0
15 0
Benzene
140
B la la ck ck L iq iq uo uo r (P ul ulp P ro ro ce ce ss ss )
(2)
1 80 80
120
(2)
1 20 20
(2) (2)
B le le ac ac h L iq iq uo uo r (P ul ulp P ro ro ce ce ss ss )
1 80 80
A mb mb
Brine (Sodiu m Chloride)
180
150
Calcium Carbonate
180
12 0
Calcium Hyd ro rox id ide , 25 %
1 80 80
150
120
NR NR 14 0
(1) (2)
(2)
Amb
160
(2)
NR
NR
(2)
(2)
Amb
(1)
NR 140
(1)
(1)
NR
P ot ot as as si si um um H yd yd ro ro xi xi de de , 1 0% 0%
1 20 20
A mb mb
180
1 50
Potass ium Nitrate
180
1 50
18 0
15 0
160
120
P o t a s s i u m S u lf a t e
180
1 50
18 0
15 0
Propylene Gly col
180
1 50
18 0
15 0
NR
Sodium Acetate
180
1 50
18 0
15 0
180
(1)
180
(2)
150
(2)
NR
120
NR
Calcium Hy po pocholrite
180
15 0
C a l c i u m N i t r a te
180
15 0
180
150
Sodium Benz oate
140
1 20
12 0
Amb
C a l c i u m S u l fa t e
180
15 0
180
150
Sodium Bisulfate
180
1 50
18 0
15 0
Carbo nic Acid
150
Amb
120
Amb
Sodium Borate
180
1 50
18 0
15 0
NR
Sodium Bro mide
180
1 50
18 0
15 0
12 0
NR
18 0
15 0
Carbon Tetrachloride
Amb
Amb
(2)
NR
160
(2)
Amb
NR
(2)
Amb
(2)
Chlorine Diox ide
140
Amb
NR
120
NR
Sodium Carbona te te , 1 0% 0%
140
Amb
Chlorine, Wet Gas
180
NR
NR
NR
NR
Sodium Chloride
180
1 50
NR
Sodium Cya nide
180
Amb
16 0
NR
Sodium Dichromate
180
1 20
16 0
Amb
Amb
Sodium Diphos phate
180
1 50
16 0
12 0
Sodium Hydrox id id e, e, 1 0% 0%
180
NR
NR
NR
(2)
Chlorine Water
120
120
Chromic Acid, 1 0%
120
Amb
(2)
Chro mium Su lfate
140
Amb
Citric Acid
180
150
120
NR
Amb 14 0
1 40
C o p p e r C h lo r id e
180
150
C op op pe pe r C ya ya ni ni de de P la la titi ng ng
1 20 20
A mb mb
Copper Nitrate
18 0
15 0
Crude Oil, Sour
180
150
E t h y l e n e G ly c o l
180
F a t ty A c i d s Ferric Chlorid e
1 40
(1)
150
180 120
(1)
150 (2)
Amb
1 00 00
110
(1)
(1)
S od od iu iu m H yp yp oc oc ho ho lo lo ri ri te te , 5 V4 V4 %
1 20 20
Amb
Sodium Nitrate
180
1 50
18 0
15 0
1 50
18 0
15 0
180
150
Soy Oil
180
1 50
16 0
12 0
15 0
180
150
S t e a r ic A c id
170
1 50
16 0
12 0
18 0
15 0
180
150
Styrene
NR
NR
NR
NR
180
150
180
150
S u l f it e L i q u o r
160
1 00
16 0
Amb
18 0
150
Formic Acid, 2 5%
100
Fuel (Aviation, Dies el, Gasoline)
100 180
Amb
Amb
15 0 150
(2)
100
(1)
180 NR NR
100 150
140
1 80 80
NR
NR
Hydrau lic Fluid
140
NR
NR
1 80 80 1 80 80 75
(1)
150
(1)
150
(1)
NR
150
(1)
100
(1)
150 150
(2)
100
(2)
100
G re re en en L iq iq uo uo r ( Pu Pu lp lp P ro ro ce ce ss ss )
NR
1 00
180 1 80 80
150
(2)
140 180
(2)
180
(1)
180
S ul ul fu fu r Tr io io xi xi de de , G as as - we t
1 20 20
Sulfuric Acid, 25 %
180
Tarta ric Acid
180
Ure a, 3 5%
110
Amb
Vinega r
180
1 50
Water, F res h, Salt, Distilled
180
1 50
NR
Wh itit e L iq iq uo uo r ( Pu Pu lp lp P ro ro ce ce ss ss )
1 80 80
1 50 50
(2)
(1)
180
140
160
120
Z i n c C h l o r i d e ( P l a t in g )
75
75
L a c t ic A c i d
18 0
13 0
160
120
Zinc Nitrate
180
1 50
Lead Acetate
180
Amb
160
Amb
Zinc Salt
180
1 50
Lime
180
150
1 80
150
Zinc Sulfate
180
1 50
Linseed Oil
1 80
1 50
180
150
140
(1)
16 0 NR
NR
14 0 NR NR
14 0
(1)
NR 150
(2)
12 0
120
(2)
NR
180
(2)
NR
11 0
NR
16 0
15 0
18 0
15 0
180
(1)
NR
75
(1)
NR
18 0
15 0
18 0
15 0
18 0
15 0
This Chemical Resistance Guide is based on extensive experience and knowledge of composites in chemical service. Since actual in-use conditions can differ from referenced conditions and can vary during the usable life of the grating, this guide is intended for general reference use only. The end user is responsible for testing and determining final product suitability. ConsultAll American Grating for additional information regarding specific chemicals, concentrations, temperatures and exposures.
(1) Splash and spill exposure only. (2) Infrequent splash and spill exposure with spills immediately cleaned up. Amb –– Ambient or room temperature exposure. NR –– Not recommended for these conditions.
1-800-962-9692
A mb mb 180
1 50
1 50 50
NR
NR
15 0
1 80 80
120
NR
(1)
(2)
Tri so so di di um um P ho ho sp sp ha ha te te , 5 0% 0%
(1)
NR
120
Toluene
(1)
15 0
(2)
NR
150
NR
Sulfur Diox id id e, e, Ga s - wet
NR
(1)
Kero sene
All American Grating
NR
(1)
180
1 50
Hydrofluoric Acid, 20%
180
(2)
Sodium Sulfate
Forma lde hyde, 35%
H y d r o c h l o r ic A c i d , 1 5 %
(2)
Amb
150
18 0
Hydrobro mi mic Acid, 4 5% 5%
(2)
14 0
180
Ferric Sulfate
Gly cerine
NR
(2)
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48
CorGrate ® Molded SM Series
Fiberglass Gratings
CorGrate Molded SM ®
CorGrate ® Molded SM (Square Mesh) with its high resin to glass ratio provides the maximum corrosion protection of any All American Grating products. Unique to molded sections, the bars are the same construction, depth, and spacing in both directions which results in equal strength in either direction. The top surface is a skid resistant, meniscus (concave) surface, with an optional Quartz or Aluminum Oxide Grit.
1 2" & 2" CorGrate® Molded SM Series 1", 1 /
1 ," 1 1
/
1" SM
1 1 / 2" SM
2" S M
1"
1 1 / 2 "
2"
11 / 2" x 11 / 2"
11 / 2" x 11 / 2"
2" x 2"
Panel Size
3' x 10' 4' x 8' 4' x 12'
3' x 10' 4' x 8' 4' x 12' 5' x 10'
4' x 12'
Wt./S.F.
2.5 lbs.
3.8 lbs.
4.2 lbs.
69%
69%
77%
Sec ti on
2
" o r 2 "
Depth Grid
1 1 C e n / 2 t e r " o t o r 2 C "
" r r 2 n t e o " C e 1 / 2 o t 1 t e r
e n t e r
n C e
Open Area
Can be Special Ordered with Gritted Plate on Top 1 / 8 ", 3 / 1166", 1 / 4", 3 / 8" & 1 / 2" Thick Plate
Resin
See Page 57 for more details
Orthothalic Resin General Purpose (GF)
25 or Less
Gray
Isophthalic Polyester (PF)
25 or Less
Green/Yellow
Vinyl Ester (VF)
25 or Less
Black/Orange/ Dark Gray
1
For 1" and 1 / 2" grating use SFM stainless steel saddle clips. For 2" grating use WHM stainless steel saddle clips .
F lame S pread Ra Rating S t andard Co Colors
Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
Concentrated Loads Lbs./ Ft. of Width (Deflection in Inches) Inches)
Uniform Loads - Lbs. /S.F. (Deflection in Inches) I nches) Products
Load/Span
18"
24"
30"
36"
1" S M
50
0.02
0.06
0.13
0.29
100
0.04
0.12
0.26
200
0.08
0.24
Failure Load (2.5 FOS) 1268
42"
48"
54"
713
456
317
50
0.01
0.01
0.04
0.10
0.16
100
0.01
0.03
0.09
0.19
0.33
200
0.03
0.06
0.18
0.38
Failure Load (2.5 FOS) 2779 1600
1024
711
522
400
316
1 1/ 2" SM
2" S M
60"
0.40
0.27
50
0.01
0.01
0.02
0.04
0.08
0.13
0.20
100
0.01
0.02
0.04
0.08
0.15
0.27
0.40
200
0.02
0.04
0.09
0.17
0.31
Failure Load (2.5 FOS) 2566
1925
1338
929
682
522
413
0.35
Load/Span
18"
24"
30"
36"
200
0.08
0.19
0.33
0.63
300
0.11
0.28
0.50
500
0.19
0.46
951
713
571
476
200
0.03
0.06
0.11
300
0.05
0.10
0.17
500
0.08
0.16
0.28
2133
1600
200
0.02
300 500 334
42"
48"
54"
0.20
0.30
0.43
0.57
0.30
0.45
1280
1067
914
800
711
0.03
0.05
0.09
0.14
0.21
0.28
0.03
0.05
0.08
0.13
0.21
0.32
0.43
0.05
0.08
0.13
0.22
0.34
2787
2090
1672
1393
1194
1045
929
NOTES:
NOTES:
Deflection limits can be higher for fiberglass gratings as they are more resilient than metal materials. Bold numerals indicate deflection greater than .375" or L/120. For these conditions, sustained loads or data not shown, an All American Grating representitive should be contacted for assistance.
Deflection for uniform loads is limited to L/120 with L representing clear span length in inches. For typical pedestrian traffic, uniform load of 50 PSF is recommended with deflection not to exceed .375".
60"
836
Deflections for concentrated loads are shown for the same span conditions as for uniform loads.
Failure loads have been determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
All American Grating
1-800-962-9692
•
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•
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49
Molded and Pultruded Pul truded Treads
Fiberglass Fibe rglass Stair Treads
Molded Stair Treads Customer must specify if treads require nosings
Available in the three thr ee (3) standar standard d resins: resins : GF, GF, PF and VF. Please specify.
GF = General Purpose Orthothalic Resin PF = Isophthalic Polyester Resin VF = Vinyl Ester Resin Pultruded nosings provide superior stiffness, traction and durability on the front edge of the stair tread.
S.S. Bolts, Nuts & F/W
Tread Width Widt h
5
/ 8" Thick Yellow Pultruded Nosing with Grit Top Top Surface (Vinyl Ester Resin) is Standard.
Tread Length Len gth Tread Approximate Approximat e Deflection - 300 lb. Concentrated Load Mid-Span Front 5" ± Tread
Tread Legnth
Surface grit comes in the same color as grating Type
Product Desi De sig gna nati tion on
Depth of Tread Tread
Wid Wi dth of Tread
2'– 0"
2'– 6"
3'– 0"
3'– 6"
4'– 0"
Square Mesh
1 1 / 2 "
11 / 2 " SM Cortread®
up to 12"
0.086
0.151
0.237
––
––
Square Mesh
2"
2" SM Cortread ®
up to 12"
0.048
0.092
0.158
0.208
0.306
Pultruded Stair Treads Treads
Treads can be random cut, cut with no stubs, equal stubs, or cut with stubs on specified sides. See Page 51 for cutting details. Stair Treads to be mounted to support angles or other structures structure s with four (4) st ainless steel saddle clips & hardware per stair tread.
g t h e n L e a d T r e Tread Width
Deflection for treads are based upon a 300 lb. concentrated load at mid span on the front 5" of the tread.
5
/ 8" Yello Yellow w Nosing Bar Standard
All treads are supplied with four (4) stainless steel clips per tread; bolts, nuts, washers or Tek screws are optional at additional cost.
Customer must specify if treads require nosings
(2" x 2" x 1 / 4 ") FRP support angle with bolts, nuts and washers are optional at additional cost.
S.S. Bolts, Nuts & F/W 5
/ 8" Thick Yellow Pultruded Nosing with Grit Top Surface (Vinyl Ester Resin) is Standard. Tread Approximate Approximat e Deflection - 300 lb. Concentrated Load Mid-Span Front 5" ± Tread
Tread Legnth Legn th
Surface grit comes in the same color as grating Type
SI Cortread
Depth of of Tread
Product Designation
2'–0"
2'– 6"
3'– 0"
3'– 6"
4'– 0"
4'– 6"
1"
1" SI73
0.092
0.170
0.281
––
––
––
1 1 / 2 "
1 1 / 2 " SI73
0.033
0.061
0.101
0.156
0.227
0.319
1"
1" FW60
0.062
0.114
0.187
0.284
––
––
1 1 / 2 "
1 1 / 2 " FW60
0.036
0.058
0.112
0.172
0.249
0.345
1 1 / 2 "
1 1 / 2 " FW40
0.031
0.057
0.095
0.145
0.210
0.291
®
FW Cortread ®
All American Grating
1-800-962-9692
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50
Molded Fiberglass Grating
Cutting Diagram
Every All American Grating Fiberglass order comes with UV Inhibitors standard Surface Veils can be added for extra protection but must be specified All cuts should be resin sealed
No Stubs • Stubs are cut flush with ends of CorGrate ®. • This This type of cut adds cutting and waste, but i s the most cosmetic of the cuts. • The The tolerance for this cut is: ± 1 / 4"
Stubs on One End • Stubs are cut flush on three ends of CorGrate®, while leaving on side with stubs. • This This style of cutting has an average cutting time and waste. • The The tolerance for this cut is: ± 1 / 4"
Equal Stubs
Random Cut
• Stubs are cut flush on two sides of CorGrate® and equally cut on the other t wo sides.
• Stubs are cut randomly, some stubs maybe shorter or longer than others.
• Common Cutting for Stair Treads.
• This This is the most economical style of cutting, but is the least cosmetic of the cuts.
• The The tolerance for this cut is: ± 1 / 4"
All American Grating
1-800-962-9692
• The The tolerance for this cut is: ± 1 / 4"
•
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51
CorGrate ® Pultruded FW Series
Fiberglass Fib erglass Gratings G ratings ®
CorGrate Pultruded FW Series Top Wide Flange) gratings are a superior CorGrate ® FW (Flush Top and economical walking surface with exception exceptional al stregnth and corrosion protection. With sections offering offering either 60 or 40% open area, the FW products are an excellent choice for working platforms. The sections with flush top cross bars are usually preferred for walking surfaces over non-flush bar products.
29 / 32" or 13 / 32" 32"
Open Area 60% or 40% 5 / 8 " 1 " o r 1
CorGrate ® Pultruded FW Series
1
/ 2
"
1" FW 40 11 /2" FW FW 60 60 1 1 / 2" FW 40
Section
1" F W 60
Depth
1"
1"
1 2" 1 /
1 2" 1 /
Open Space
29 / 32 32"
13 / 32 32"
29 / 32 32"
13 / 32 32"
Weight Lbs./S.F.
2.2 lbs
3.3 lbs.
2.8 lbs
4.2 lbs
Open Area
60%
40%
60%
40%
I in4/ Ft. Width
0.348
0.522
1.000
1.500
S in3 /Ft. of Width
0.696
1.044
1.333
2.000
1 1 / 2 " or 1" 1" Center to Center Standard panel widths are 24", 36" & 48". Standard lengths are 20' and 24'. Standard color for Isophthalic Polyester (PF) is yellow with yellow top grit. Standard color for Vinyl Ester (VF) is gray with gray top grit. Standard gratings are furnished with gritted, skid resistant top surface. Standard cross bar spacings are 6" or 12" on center.
Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
For FW60 grating use WHM stainless steel saddle clips. For FW40 grating use W4S-1 stainless steel saddle clips (1" high grating). 1 For FW40 grating use W4S-2 stainless steel saddle clips (1 / 2 " high grating).
I = Moment of Inertia S = Section Modulus
UNIFORM LOADS - Lbs./S.F Lbs./ S.F. (Deflection (Deflect ion in Inches) I nches) Product
1" FW60
Load/Span
36"
42"
48"
54"
60"
0.0 0. 01 0. 0.03 03 0. 0.0 05 0. 0.1 10 0.1 .17 7 0.2 .27 7 0.40
100 200
66"
72"
Product
1" FW60
Load/Span 24" 30" 36" 42" 48" 54" 60" 66" 72"
200
0.38 38 0. 0.52 52 0.04 0. 04 0. 0.07 07 0. 0.1 12 0. 0.1 18 0. 0.27 27 0.
0.02 0. 02 0. 0.06 06 0.11 0.2 .20 0 0.3 .33 3
300
0.06 0. 06 0. 0.1 11 0. 0.1 17 0. 0.27 27 0.40
0.05 0. 05 0. 0.1 11 0. 0.22 22
500
0.09 0. 09 0. 0.1 18 0. 0.29 29
2320 1485 1031 754
575
453
Failure Load
362
50
0.0 0. 01 0. 0.02 02 0. 0.0 04 0.0 .07 7 0. 0.1 11 0.1 .18 8 0.2 .27 7 0.40 0.56
100 200
Failure Load (2.5 FOS) 1 1 / 2" FW60
30"
50
Failure Load (2.5 FOS) 1" FW40
24"
Lbs./S.F. (Deflection (Deflec tion in Inches) I nches) CONCENTRATED CONCENTR ATED LOADS LOADS - Lbs./S.F.
1" FW40
(2.5 FOS) 2320 1856 1546 1319 1149 1019 906 200
0.0 0. 02 0. 0.0 05 0. 0.0 08 0.1 .12 2 0. 0.1 18 0. 0.2 25 0. 0.3 34
0.02 0. 02 0. 0.04 04 0. 0.0 07 0. 0.1 13 0.2 .22 2 0.3 .36 6
300
0.04 0. 04 0. 0.07 07 0. 0.1 12 0. 0.1 18 0. 0.27 27 0.38
0.03 0. 03 0. 0.07 07 0.1 .15 5 0.2 .27 7
500
0.06 0. 06 0. 0.1 12 0. 0.1 19 0. 0.30 30
3480 2227 1546 1131 862
680
543
444
368
100
1 1 / 2" FW60
0.0 .01 1 0. 0.0 03 0. 0.0 04 0. 0.0 07 0.1 .10 0 0.1 .14 4 0.1 .19 9 0. 0.2 26 0. 0.3 33
0.0 0. 01 0. 0.02 02 0. 0.0 04 0.0 .08 8 0. 0.1 13 0.2 .20 0 0.3 .30 0 0.44
300
0.0 0. 02 0. 0.0 04 0. 0.0 07 0.1 .10 0 0.1 .15 5 0. 0.2 21 0. 0.2 29
200
0.02 0. 02 0. 0.04 04 0. 0.0 08 0. 0.1 15 0.2 .25 5 0.40
500
0.0 0. 04 0. 0.0 07 0.11 0. 0.1 17 0. 0.2 25 0. 0.3 36 0.49
Failure Load (2.5 FOS)
3520 2218 1517 1088 3813 621
1 / 2" FW40
0.01 0.01 0.02 0.04 0.06 0.10 0.15 0.22 0.31
(2.5 FOS) 3480 2784 2320 1979 1724 1529 1359 1221 1107 200
1
50
Failure Load
0.60
486
388
312
50
0.01 0.01 0.01 0.02 0.04 0.07 0.10 0.15 0.21
100 200
Failure Load (2.5 FOS)
Failure Load 1
1 / 2" FW40
0.50
(2.5 FOS) 3520 2797 2275 1904 1626 1398 1216 1066 937 200
0.01 0.02 0.03 0.05 0.07 0.1 0.13 0.17 0.22
0.0 0. 01 0. 0.0 01 0. 0.0 03 0.0 .05 5 0.0 .09 9 0. 0.1 14 0.2 .21 1 0.3 .31 1 0.44
300
0.0 .01 1 0. 0.0 03 0. 0.0 04 0. 0.0 07 0.1 .10 0 0.1 .14 4 0.1 .19 9 0. 0.2 26 0. 0.3 33
0.0 0. 01 0. 0.03 03 0. 0.0 06 0. 0.1 10 0.1 .17 7 0.2 .27 7 0.40
500
0.0 0. 02 0. 0.0 04 0. 0.0 07 0.11 0. 0.1 17 0. 0.2 24 0. 0.3 32
5280 3328 2275 1632 1220 932
730
582
468
Failure Load
(2.5 FOS) 5280 4160 3413 2857 2440 2098 1824 1600 1406
NOTES:
NOTES:
Deflection limits can be higher for fiberglass gratings as they are more resilient than metal materials.
Deflection for uniform loads is limited to L/120 with L representing clear span length in inches. For typical pedestrian traffic, uniform load of 50 PSF is recommended with deflection not to exceed .375".
Bold numerals indicate deflection greater than .375" or L/120. For these conditions, sustained loads or data not shown, an All American Grating representitive representitiv e should be contacted for assistance.
0.55
Deflections for concentrated loads are shown for the same span conditions as for uniform loads.
Failure loads have been determined determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
52
Fiberglass Gratings
CorGrate® Pultruded SI Series
®
CorGrate Pultruded SI Series With profile appearance similar to metal grating, CorGrate® SI (Standard I-Bar) sections are provided for applications where a close match to a steel or aluminum profile or to an existing installation is needed. SI sections with bonded rod cross bars (without locking assembly) are suitable for use in low pedestrian traffic areas.
7 / 8"
Open Area 73%
5 /16"
1 " o r 1
CorGrate® Pultruded SI Series
1
/ 2
"
Section
1" SI 73
1 1 / 2" SI 73
Depth
1"
11 / 2 "
Open Space
1 3 /16" Center to Center
Standard panel widths are 24" and 36". Standard lengths are 20' and 24'. Standard color for SI gratings is yellow for Vinyl Vinyl Ester (VF) (Vinyl Ester Only). Standard gratings are furnished with yellow gritted, skid resistant top surface. Standard cross bar spacing is 6" on center.
For SI Grating use SFM stainless steel saddle clips.
7
/ 8 "
7
Standard Widths
24" 36"
24" 36"
Weight Lbs./S.F.
2.7 lbs
3.8 lbs
Open Area
73%
73%
I in4/ Ft. Width
0.248
0.813
St in3/Ft. of Width
0.484
1.088
Sb in3/Ft. of Width
0.516
1.090
/ 8 "
I = Moment of Inertia S = Section Modulus
Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
UNIFORM LOADS - Lbs./S.F. Lbs./S.F. (Deflection (Deflec tion in Inches) I nches) 30"
36"
42"
48"
54"
CONCENTRATED LOADS - Lbs./S.F. Lbs./S.F. (Deflection (Deflec tion in Inches) I nches)
Product
Load/Span 24"
60"
1" SI73
50
0.0 .01 1 0.0 .03 3 0.0 .06 6 0. 0.1 11 0. 0.1 19 0. 0.30 30 0.46
100 200
66"
72"
Product
Load/Span 24"
1" SI73
200
0.0 .04 4 0.0 .08 8 0. 0.1 13 0.2 .20 0 0.3 .30 0 0.43
0.0 .03 3 0.0 .06 6 0. 0.1 12 0.2 .22 2 0.38
300
0.0 .06 6 0. 0.1 11 0. 0.1 19 0.3 .31 1 0.46
0.05 0. 05 0. 0.1 12 0. 0.24 24
500
0.1 0. 10 0. 0.1 19 0. 0.32 32
Failure Load (2.5 FOS)
3226 2065 1434 1054 807
1 1 / 2" SI73
50
0.0 .01 1 0. 0.0 01 0.0 .02 2 0.0 .04 4 0.0 .07 7 0. 0.1 11 0.1 .16 6 0. 0.24 24 0.3 .33 3
100 200
Failure Load (2.5 FOS)
637
Failure Load
516
1 1 / 2" SI73
30"
36"
42"
48"
54"
60"
66"
72"
3226 2581 2151 1843 1613 1434 1290 200
0.0 .02 2 0.0 .03 3 0.0 .05 5 0.0 .07 7 0. 0.1 11 0. 0.1 15 0. 0.21 21 0. 0.2 27 0. 0.3 35
0.0 .01 1 0.0 .02 2 0.0 .05 5 0.0 .08 8 0. 0.1 14 0. 0.22 22 0. 0.32 32 0.47
300
0.41 41 0. 0.53 53 0.0 .02 2 0.0 .04 4 0.0 .07 7 0. 0.1 11 0. 0.1 16 0. 0.23 23 0. 0.31 31 0.
0.0 .02 2 0.0 .05 5 0.0 .09 9 0. 0.1 16 0.2 .27 7 0.43
500
0.38 38 0. 0.52 52 0.0 .04 4 0.0 .07 7 0. 0.1 12 0. 0.1 19 0.2 .27 7 0.
7254 4643 3224 2369 1814 1432 1161 959
592
Failure Load
7254 5803 4836 4145 3627 3224 2902 2638 2418
NOTES:
NOTES:
Deflection limits can be higher for fiberglass gratings as they are more resilient than metal materials.
Deflection for uniform loads is limited to L/120 with L representing clear span length in inches. For typical pedestrian traffic, uniform load of 50 PSF is recommended with deflection not to exceed .375".
Bold numerals indicate deflection greater than .375" or L/120. For these conditions, sustained loads or data not shown, an All American Grating representative should be contacted for assistance.
Deflections for concentrated loads are shown for the same span conditions as for uniform loads.
Failure loads have been determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
53
CorGrate ® Pultrude Pultruded d 1" & 11 /2" WT Series
Fiberglass Gratings
CorGrate WT Series (1" & 11 / 2") ®
CorGrate® WT (Wide Flange T) sections provide maximum surface area underfoot, thus the most comfortable walking surface and an excellent surface for the the two wheel moving equipment. These designs are excellent excellent for areas with high traffic and light hand trucks or wheeled carts. All of the WT sections feature 2 (two) component cross bars that resist bearing bar racking and rotation. WT00 provides a solid deck surface. 1 2" WT Series CorGrate® Pultruded 1" & 1 /
7 / 8 ", 3 / 8 " or 0"
Open Area
35%, 18% or 0%
1 5 / 8 " 1 " o r 1
Section
1" WT 35
1" WT 18
Depth
1"
1"
Open Space
1
/ 2 "
2 1 / 2 ", 2" or 1 5 / 8" Center to Center Standard lengths are 20' and 24'. Standard color for 1" and 1 1 / 2 " WT grating is gray for both Isophthalic Polyester (PF) and Vinyl Ester (VF) resin systems. Standard gratings are furnished gray with gray grit skid resistant top surface. Standard cross bar spacing is 12" on center. Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
7
1"
3
/ 8 "
/ 8 "
0"
1"WT35
30"
36"
42"
48"
54"
60"
66"
72"
1 /2" WT35
/ 8 "
0"
35" 47 1 / 2"
36" 48"
35" 47 1 / 8"
35" 47 1 / 2"
36" 48"
35" 47 1 / 8"
Weight Lbs./S.F.
2.3 lbs
2.8 lbs.
4.0 lbs.
2.7 lbs
3.3 lbs
4.0 lbs
Open Space
35%
18%
0%
35%
18%
0%
I in4/ Ft. Width
0.292
0.365
0.449
0.769
0.962
1.183
Sr in3 /Ft. of Width
0.820
1.025
1.261
1.380
1.747
2.149
SB in3/Ft. of Width
0.454
0.567
0.697
0.810
1.013
1.246
Pro rodu duct ct
Load Lo ad/S /Spa pan n 24"
30"
36"
42"
48"
54"
200
0.41 41 0. 0.53 53 0.0 .06 6 0. 0.1 11 0.1 .18 8 0.2 .28 8 0.
0.04 0. 04 0. 0.08 08 0. 0.1 17 0. 0.30 30
300
0.09 0. 09 0. 0.1 16 0. 0.27 27 0.42
0.07 0. 07 0. 0.1 17 0. 0.34 34
500
0.1 0. 15 0. 0.27 27 0.46
50
0.02 0. 02 0.0 .04 4 0.0 .09 9 0. 0.1 15 0. 0.26 26 0. 0.37 37
100 200
1" WT35
Failure Load (2.5 FOS) 1709 1354 1111 933
0.0 .05 5 0.0 .09 9 0. 0.1 15 0.2 .22 2 0.3 .33 3 0.42
0.03 0. 03 0. 0.07 07 0. 0.1 14 0. 0.24 24
300
0.0 .07 7 0. 0.1 13 0.2 .22 2 0.3 .34 4
0.06 0. 06 0. 0.1 14 0. 0.27 27
500
0.1 0. 12 0. 0.22 22 0. 0.37 37
0.0 0. 01 0. 0.03 03 0. 0.07 07 0. 0.1 12 0. 0.20 20
100 200
1" WT18
60"
66"
72"
800
200
50
Failure Load (2.5 FOS) 2136 1693 1389 1166 1000 200
0.43 43 0. 0.52 52 0.0 .04 4 0.0 .07 7 0. 0.1 12 0.1 .18 8 0.2 .27 7 0. 0.34 34 0.
0.02 0. 02 0.0 .06 6 0. 0.1 11 0.2 .20 0 0. 0.33 33
300
0.0 .06 6 0. 0.1 11 0.1 .18 8 0.2 .27 7 0.40
0.05 0. 05 0. 0.1 11 0. 0.22 22
500
0.1 0. 10 0. 0.1 18 0. 0.30 30
50
0.0 0. 01 0.0 .03 3 0.0 .06 6 0. 0.1 10 0. 0.1 17 0. 0.24 24 0. 0.33 33
100 200
1" WT00
Failure Load (2.5 FOS) 26 2629 29 20 2084 84 171 710 0 14 1435 35 12 1231 31
Failure Load (2.5 FOS) 26 2629 29 16 16666 11 11440 820 615 1
3
/ 8 "
Lbs./S.F. (Deflection (Deflec tion in Inches) I nches) CONCENTRATED LOADS - Lbs./S.F.
Failure Load (2.5 FOS) 21 2136 36 13 1354 54 926 666 500
1" WT00
7
1 1 / 2 "
S = Section Modulus
Failure Load (2.5 FOS) 17 1709 09 10 1083 83 741 533 400
1"WT18
1 1 / 2 "
I = Moment of Inertia
Lbs./S.F. (Deflection (Deflec tion in Inches) I nches) UNIFORM LOADS - Lbs./S.F. Load/Span 24"
1 1 / 2 "
Standard Widths
For WT35 and WT18 grating use WT1 fiberglass fast ener plates. For WT00 grating use stainless steel fastener plates.
Product
1" WT 00 11 / 2" WT 35 11 / 2" WT 18 11 / 2" WT 00
50
0.0 0. 01 0.0 .02 2 0.0 .04 4 0.0 .07 7 0. 0.1 10 0. 0.1 15 0. 0.20 20 0. 0.2 26 0. 0.3 32
100 200
1 1/2" WT35
200
0.0 .03 3 0.0 .06 6 0.0 .09 9 0. 0.1 12 0. 0.1 17 0. 0.21 21 0. 0.25 25 0. 0.3 30 0. 0.3 34
0.40 40 0. 0.51 51 0.02 0. 02 0.0 .04 4 0.0 .08 8 0. 0.1 13 0. 0.21 21 0. 0.29 29 0.
300
0.38 38 0. 0.45 45 0. 0.52 52 0.0 .05 5 0.0 .08 8 0. 0.1 13 0. 0.1 19 0.2 .25 5 0. 0.31 31 0.
0.04 0. 04 0. 0.09 09 0. 0.1 16 0. 0.27 27
500
0.0 .08 8 0. 0.1 14 0.2 .22 2 0.3 .31 1
Failure Load (2.5 FOS) 30 3049 49 19 19332 13 13222 951 714 564 457 378 317
Failure Load (2.5 FOS) 3049 2416 1982 1665 1427 1270 1143 1039 952
1 1/2" WT18
1 1/2" WT18
50
0.0 0. 01 0.0 .02 2 0.0 .03 3 0.0 .05 5 0. 0.08 08 0. 0.1 12 0.1 .16 6 0. 0.2 21 0. 0.2 26
200
0.0 .02 2 0.0 .04 4 0.0 .07 7 0. 0.1 10 0. 0.1 13 0. 0.1 17 0. 0.20 20 0. 0.2 24 0. 0.2 28
100
0.41 41 0. 0.52 52 0.02 0. 02 0.0 .03 3 0.0 .06 6 0. 0.1 11 0. 0.1 17 0. 0.23 23 0. 0.32 32 0.
300
0.0 .04 4 0.0 .07 7 0. 0.1 10 0. 0.1 15 0.2 .20 0 0. 0.25 25 0. 0.30 30 0. 0.3 36 0.41
200
0.03 0. 03 0.0 .07 7 0. 0.1 13 0.2 .22 2 0. 0.33 33
500
0.0 .06 6 0. 0.1 11 0.1 .17 7 0.2 .25 5 0.3 .33 3 0. 0.42 42
Failure Load (2.5 FOS) 3811 2415 1653 1189 893 705 571 473 396 1
1 /2" WT00
50
0.0 0. 01 0.0 .02 2 0.0 .03 3 0.0 .04 4 0. 0.07 07 0. 0.1 10 0.1 .13 3 0. 0.1 17 0. 0.2 21
100 200
Failure Load (2.5 FOS) 3811 3020 2478 2081 1784 1588 1429 1299 1190
1 1/2" WT00
200
0.0 .02 2 0.0 .04 4 0.0 .06 6 0.0 .08 8 0. 0.1 11 0. 0.1 13 0.1 .16 6 0.1 .19 9 0. 0.2 22
0.0 0. 01 0.0 .03 3 0.0 .05 5 0.0 .09 9 0. 0.1 13 0. 0.1 19 0. 0.26 26 0. 0.3 33 0.42
300
0.0 .03 3 0.0 .05 5 0.0 .08 8 0. 0.1 12 0. 0.1 16 0. 0.20 20 0. 0.25 25 0. 0.2 29 0. 0.3 34
0.02 0. 02 0.0 .06 6 0. 0.1 11 0. 0.1 18 0. 0.27 27 0.38
500
0.41 41 0. 0.49 49 0. 0.56 56 0.0 .05 5 0.0 .09 9 0. 0.1 14 0.2 .20 0 0.2 .27 7 0. 0.34 34 0.
Failure Load (2.5 FOS) 4691 2972 2034 1463 1098 868 703 582 488
Failure Load (2.5 FOS) 4691 3717 3049 2562 2195 1954 1758 1598 1465
NOTES:
NOTES:
Deflection limits can be higher for fiberglass gratings as they are more resilient than metal materials.
Deflection for uniform loads is limited to L/120 with L representing clear span length in inches. For typical pedestrian traffic, uniform load of 50 PSF is recommended with deflection not to exceed .375".
Bold numerals indicate deflection greater than .375" or L /120. For these conditions, sustained loads or data not shown, an All American Grating representative should be contacted for assistance.
Deflections for concentrated loads are shown for the same span conditions as for uniform loads.
Failure loads have been determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
54
Fiberglass Gratings
CorGrate® Pultruded 2" WT Series
®
Series es ( 2") CorGrate WT Seri CorGrate® 2" WT (Wide Flange T) also offers a wide flange walking surface that improves walking and standing comfort. 2" WT sections have the highest strength to weight ratio of all CorGrate gratings and offer offer the greatest economy in relation to longer spans.
1" or 1 / 2"
Open Area 50% or 33%
1"
Pultruded d 2" WT Series CorGrate® Pultrude
2 "
2" or 1
1 / 2 "
Center to Center
Standard panel widths are 36" and 48". Standard lengths are 20' and 24'. Standard color for 2" WT gratings is yellow with yellow top grit for Isophthalic Polyester (PF) and gray with gray top grit for Vinyl Ester (VF) resin systems. Standard gratings are furnished with gritted, skid resistant top surface. Standard cross bar spacings are 6" or 12" on center.
Section
2" WT 50
2" WT 33
Depth
2"
2"
Open Space
1"
1
Standard Widths
36" 48"
36" 48"
Weight Lbs./S.F.
3.1
4.0
Open Area
50%
33%
I in4 / Ft. Width
1.753
2.337
S in3 /Ft. of Width
1.950
2.600
Sb in3 /Ft. of Width
1.590
2.120
/ 2"
I = Moment of Inertia
For WT50 grating use T5S stainless steel saddle clips. For WT35 grating use T3S stainless steel saddle clips.
S = Section Modulus
Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
CONCENTRATED LOADS - Lbs./S.F. Lbs./S.F. (Deflection (Deflec tion in Inches) I nches)
UNIFORM LOADS - Lbs./S.F. Lbs./S.F. (Deflection (Deflect ion in Inches) I nches) Product
Load/Span 36"
42"
48"
54"
60"
66"
72"
78"
84"
2" WT 50
50
0.0 0. 01 0. 0.03 03 0. 0.04 04 0. 0.07 07 0. 0.1 10 0. 0.1 14 0.2 .20 0 0.2 .28 8 0.3 .37 7
100 200
Product
Load/Span
36"
2" WT 50
200
0.03 0.05 0.07 0.1 0.13 0.17 0.22 0.27 0.34
0.41 41 0. 0.55 55 0.0 .03 3 0. 0.05 05 0. 0.08 08 0.1 .13 3 0. 0.2 20 0.2 .29 9 0.
300
0.41 41 0. 0.51 51 0.04 0.07 0.1 0.14 0.19 0.25 0.32 0.
0.0 .06 6 0. 0.1 10 0. 0.1 17 0. 0.27 27 0.40
500
0.42 42 0. 0.54 54 0.07 0. 07 0.1 .12 2 0. 0.1 17 0. 0.2 24 0. 0.3 32 0.
Failure Load (2.5 FOS)
1791 1316 1007 796
2" WT 33
50
0.0 0. 01 0. 0.02 02 0. 0.03 03 0. 0.04 04 0. 0.0 07 0. 0.1 10 0. 0.1 13 0. 0.1 19 0.2 .25 5
100 200
Failure Load (2.5 FOS)
42"
48"
54"
60"
66"
72"
78"
84"
Failure Load (2.5 FOS)
2687 2303 2015 1791 1612 1465 1343 1240 1151
2" WT 33
200
0.02 0. 02 0. 0.0 03 0. 0.0 04 0. 0.0 06 0. 0.0 09 0.11 0. 0.1 14 0.1 .18 8 0.2 .22 2
0.0 .02 2 0. 0.03 03 0. 0.06 06 0. 0.09 09 0.1 .13 3 0. 0.1 19 0.2 .27 7 0.3 .37 7 0.49
300
0.03 0.05 0.07 0.1 0.13 0.17 0.22 0.27 0.34
0.39 39 0. 0.54 54 0.0 .04 4 0. 0.07 07 0. 0.1 11 0. 0.1 18 0. 0.2 27 0.
500
0.46 46 0. 0.56 56 0.05 0. 05 0. 0.0 08 0.11 0.1 .16 6 0. 0.2 21 0. 0.2 28 0. 0.36 36 0.
645
2686 1974 1511 1194 967
533
799
447
671
381
572
329
493
Failure Load (2.5 FOS)
4030 3454 3022 2686 2418 2198 2015 1860 1727
NOTES:
NOTES:
Deflection limits can be higher for fiberglass gratings as they are more resilient than metal materials.
Deflection for uniform loads is limited to L/120 with L representing clear span length in inches. For typical pedestrian traffic, uniform load of 50 PSF is recommended with deflection not to exceed .375".
Bold numerals indicate deflection greater than .375" or L/120. For these conditions, sustained loads or data not shown, an All American Grating representative should be contacted for assistance.
Deflections for concentrated loads are shown for the same span conditions as for uniform loads.
Failure loads have been determined determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
55
Fiberglass Gratings
CorGrate® Pultruded HI Series
®
CorGrate Pultruded HI Series CorGrate® HI (Heavy Duty I- Bar) sections are high strength gratings designed specifically for heavy loading with HI 47 having the highest load capacity of any fiberglass grating available today. The sections are engineered to support vehicular traffic including transport truc trucks ks up to H20 unidirectional loading. For turning wheel loads, covered HI grating with plate should be used, contact an All American Grating representative for assistance.
9 / 16 16" or 7 / 8 "
Open Area 47% or 58%
5 / 8 "
CorGrate® Pultruded HI Series Section
1 ," 1
1" HI 47 11 /2" HI HI 58 58 11 /2"HI 47 2" HI 58
Depth
1
/
1 1 / 2"
1"
1 1 / 2"
2" HI 47 21 /2" HI HI 58 58 21 /2" HI 47
2"
2"
2 1 / 2"
2 1 / 2"
2
," 2 " o r 2
Open Space
*
1 /
9
/ 16 16"
7
/ 8"
9
/ 16 16"
7
/ 8 "
9
/ 16 16"
7
/ 8 "
9
Standard Widths
24" 36"
36" 48"
24" 36"
36" 48"
24" 36"
36" 48"
24" 36"
Weight Lbs./S.F.
5.5
6.5
8.0
8.7
10.9
10.0
12.3
Open Area
47%
58%
47%
58%
47%
58%
47%
/ 16 16"
2
"
1 3 /16" or 1 1 / 2 " Center to Center
Standard lengths are 20' and 24'. Standard color for HI gratings is yellow for Vinyl Ester (VF). Standard gratings are furnished with gritted, skid resistant top surface. Standard cross bar spacing is 6" on center.
I = Moment of Inertia S = Section Modulus
* NOTE: Bottom cross bar on 2 1 / 2 " depth only. Surface grit comes in the same color as grating UV Inhibitors are standard Surface veils must be specified
For H158 grating use WHM stainless steel saddle clips. For H147 grating use W4S-1 stainless steel saddle clips (1" high grating). 1 1 For H147 grating use W4S-2 stainless steel saddle clips ( 1 / 2 ", 2" & 2 / 2 " high grating).
CONCENTRATED LOADS - Lbs./S.F Lbs ./S.F.. (Deflection in Inches)
Lbs./ S.F. (Deflection (Deflect ion in Inches) I nches) UNIFORM LOADS - Lbs./S.F Product
Load/Span
36"
42"
48"
54"
60"
66"
72"
78"
84"
Load/Span
12"
18"
24"
30"
1" HI 47
100
0.05 0.08 0.13 0.21 0.32 0.48
2000
0.04 0.10 0.20 0.33
200
0.10 0.17 0.27 0.42
6200
0.13
300
0.1 0. 15 0. 0.25 25 0.40
8730
0.19
20800
0.12
36"
42"
48"
54"
Failure Load (2.5 FOS)
3221 2366 1812 1431 1159
1 1 / 2" HI 58
100
0.03 0.05 0.08 0.12 0.18 0.27 0.38 0.52 0.70
2000
0.04 0.08 0.10 0.13 0.21 0.32
200
0.06 0.10 0.16 0.25 0.37 0.54
6200
0.13 0.24
300
0.09 0.15 0.24 0.37
8730
0.18
Failure Load (2.5 FOS)
5597 4112 3148 2488 2015 1665 1399 1192 1028
20800
0.11 0.29
1 1 / 2" HI 47
100
0.02 0.04 0.06 0.10 0.15 0.22 0.30 0.42 0.56
2000
0.03 0.06 0.11 0.17 0.25 0.36
200
0.05 0.08 0.13 0.20 0.29 0.43
6200
0.10 0.19 0.33 0.53
300
0.07 0.12 0.19 0.29 0.44
8730
0.14 0.27
Failure Load (2.5 FOS)
7070 5194 3977 3142 2545 2103 1767 1506 1298
20800
0.09 0.23
2" HI 58
100
0.02 0.03 0.04 0.06 0.08 0.11 0.15 0.21 0.28
6200
0.21 0.28 0.38 0.53
200
0.42 42 0. 0.57 57 0.03 0.05 0.08 0.11 0.16 0.22 0.31 0.
8730
0.29 0.39
300
0.4 46 0. 0.63 63 0.05 0.08 0.12 0.17 0.24 0.34 0.
10400
Failure Load (2.5 FOS)
9641 7083 5423 4285 3471 2869 2410 2054 1771
20800
0.25
2" HI 47
100
0.01 0.02 0.03 0.05 0.06 0.09 0.12 0.17 0.22
6200
0.17 0.22 0.31 0.43 0.58
200
0.03 0.04 0.06 0.09 0.13 0.18 0.25 0.33 0.44
8730
0.24 0.31 0.44 0.60
300
0.50 50 0. 0.67 67 0.04 0.06 0.09 0.14 0.19 0.26 0.37 0.
10400
0.26 0.36
Failure Load (2.5 FOS)
12180 8949 6851 5413 4385 3624 3045 2595 2237
20800
0.21 0.34
2 1 / 2" HI 58
100
0.01 0.02 0.03 0.04 0.06 0.08 0.12 0.16 0.22
6200
0.06 0.12 0.20 0.30 0.44 0.61
200
0.02 0.03 0.05 0.08 0.11 0.16 0.23 0.32 0.43
8730
0.09 0.17 0.28 0.42 0.62
300
0.48 48 0. 0.65 65 0.03 0.05 0.08 0.11 0.17 0.25 0.35 0.
10400
0.10 0.19 0.33 0.49
Failure Load (2.5 FOS)
12500 10714 8448 6675 5407 4469 3755 3199 2759
20800
0.07 0.18 0.34 0.53
2 1 / 2" HI 47
100
0.01 0.01 0.02 0.03 0.05 0.07 0.09 0.13 0.17
6200
0.05 0.10 0.16 0.24 0.35 0.49 0.66
200
0.02 0.03 0.04 0.06 0.09 0.13 0.19 0.26 0.34
8730
0.08 0.13 0.23 0.34 0.49 0.69
300
0.38 38 0. 0.52 52 0.02 0.04 0.06 0.09 0.14 0.20 0.28 0.
10400
0.08 0.15 0.26 0.40 0.58
15789 13534 10672 8432 6830 5465 4743 4041 3485
20800
0.07 0.14 0.27 0.43 0.64
Failure Load (2.5 FOS)
958
NOTES:
NOTES:
Deflection for uniform loads is limited to L/120 with .375" being the recommended maximum for non-sustained loads.
Wheel load represent: 2000 lbs. on 7" x 10" wheel print; 6200 lbs. – 2 Ton Fork Lift; 8730 lbs. – 3 Ton Fork Lift; 10,400 lbs. – H10 load on 10" x 10" wheel print; 20,800 lbs. – H20 load on 20" x 20" wheel print.
Shaded areas indicate deflection greater than .375" or L/120. For these conditions, sustained loads or turning wheel loads, and an All American Grating representative should be contacted for assistance.
All American Grating
1-800-962-9692
Failure loads have been determined by applying a 2.5 Factor of Safety (FOS) to the Ultimate Capacity of the grating.
•
www.aagrating.com
•
[email protected]
56
Fiberglass Grating
CorPlate™
CorPlate Covered Grating ™
1 8", CorPlate ™ is a premium quality FRP flat sheet provided in / 3 1 3 1 / 16 16", / 4 ", / 8 " and / 2 " thicknesses. The top surface can be smooth or have a gritted slip resistant surface. For covered grating applications, CorPlate ™ is adhered by an epoxy to CorGrate® molded or pultruded gratings to form a flat and corrosion resistant working surface. These materials are utilized for applications where free passage of light and air is not desired nor drainage a requirement as in pit covers where reduction of corrosive vapors is needed. HI heavy duty covered grating is recommended for areas exposed to turning wheel traffic.
Phenolic Resin and Modar Resin is optimal in conditions where fire resistance, low smoke and low toxic fumes are critical concerns. It can stand up to the harshest environments and provide years or service. Non-flammability enables it to withstand direct flame for an extended time without sustaining major structural damage. Phenolic Grating and Modar Grating are as strong as Iso-Polyester Iso-Polyester or Vinyl Ester Resin Grating, but with lower smoke and flame levels.
Every All American Grating Fiberglass order comes UV Inhibitors Standard Surface Veils can be added for extra protection but must be specified Gritted Plate can be attached to all of our Fiberglass Gratings Attached with epoxy Not integral with grating
CorPlate™ Texture Detail
CorPlate
™
Perspective View
Fiberglass Plate • Any Color • Any Resin 1 / 8 ", 3 / 1 16 6", 1 / 4 ", 3 / 8 " or 1 / 2 "
CorPlate
™
Profile View
Special Orders
All American Grating
Phenolic Resin
Modar Resin
(Fireproof)
(Smokeless)
1-800-962-9692
•
www.aagrating.com
•
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57
Fiberglass Structural Shapes Threaded Rod & Nuts
Flat Sheet
Typ.
Size
Polyester
Fire Retardant
3 8 "- 16 UNC / UNC – 11
1
16" x / 2 " Nut / 16 1 / 2" - 13 UNC – Nu t 7 / 8 " x 5 / 8 " 5 / 8 " -11 UNC – 3 Nut 1 1 / 16 16" x / 4 " 3 / 4 " -10 UNC – Nut 1 1 / 4 " x 7 / 8 " 1" - 8 UNC – Nut 1 5 / 8 " x 11 / 8 "
Vinyl Ester Resin
Weight Per Foot
•
.087
1
/ 8 "
3
16" / 16 1
/ 4 "
3
/ 8 "
1
/ 2 "
5
/ 8 "
3
/ 4 " 1"
1 1 / 4 " 1
1 / 2 "
Polyester
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
/ 8 " x 48 " x 96"
• • • • •
• • • • •
•
1.14
1
3
16" x 48" x 96" / 16
•
.143
•
.227
1
/ 4 " x 48" x 96"
3
/ 8 " x 48" x 96"
1
•
.333
•
.500
/ 2 " x 48" x 96"
1.71
• • •
2.34 3.54 4.68
Can be ordered with a epoxy grit top surface.
S olid R ound R od
Si z e
Size
Polyester
S q u a re B a r
Fire Retardant
• • • • • • • • • •
Vinyl Ester Resin
Weight Per Foot
Size
.01
1" x 1"
.02
1
1
1
1
1 / 4" x 1 / 4"
.041
• • • • •
Polyester
1 / 2" x 1 / 2"
Fire Retardant
• • •
Vinyl Ester Resin
Weight Per Foot .87
• •
1.31 1.98
.092 .172
Embedment Angle
.265
Embedment Angles Dark Gray Only (Vinyl Ester) 20'-0"
.389 .664 1.08 1.56 1
Toe Plate
/ 4" Typ.
1
/ 4" Typ. 1 4" Typ. /
1"
1 1 / 2"
Size
Polyester
4" x 1 / 2" x 1 / 8 "
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
Size
•
•
.49
Flat Strip
2"
11 / 2"
1 1 / 2"
Vinyl Ester Resin
Weight Per Foot
1" x 1 1 / 2" x 1 / 4"
•
1.00
1 1 / 2" x 1 1 / 2" x 1 / 4"
•
1.10
2" x 1 1 / 2" x 1 / 4"
•
1.20
Polyester
Fire Retardant
1 2" 1 /
Standard Polyester Resin Isophthalic Polyester Resin Available in: Olive Green
Size
Polyester
16" 2 1 / 2 " x 3 / 16
4" x 1 / 8 "
All American Grating
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
• •
.34
Fire Retardant
Fire Retardant Vinyl Ester Resin
.44
Isophthalic Polyester Resin Available in: Gray or Yellow Yellow
Available in: Beige or Yellow Yellow
1-800-962-9692
•
www.aagrating.com
•
[email protected]
58
Fiberglass Structural Shapes A ng l e *
Channel
Size
Polyester
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
Size
1" x 1" x 1 / 8 "
• • • • • • • • • •
• • • • • • • • • •
•
.21
1 2" x 9 / 16 16" x / 8"
.39
3" x 7 / 8" x 1 / 4"
1 1 / 2" x 1 1 / 2" x 3 / 16 16" 1 1 / 2" x1 1 / 2 x 1 / 4" 2" x 2" x 1 / 4" 3" x 3" x 1 / 4" 3" x 3" x 3 / 8" 4" x 4" x 1 / 4" 4" x 4" x 3 / 8" 4" x 4" x 1 / 2" 6" x 6" x 1 / 2"
• • • • • • • •
1" x 1 / 8" 1 1 / 2" x 1 / 8" 2" x 1 / 4" 3" x 1 / 2"
Fire Retardant
• • • • • • • •
• • • • • • • • •
1
.51
3" x 1" x / 4"
.68
4" x 1 1 / 8" x 1 / 4"
1.04
16" 4" x 1 3 / 8" x 3 / 16
1.65
6" x 1 5 / 8" x 1 / 4"
1.41
3 16" x / 8" 6" x 1 11 / 16
2.23
3 16" x / 8" 8" x 2 3 / 16
2.92
10" x 2 3 / 4" x 1 / 2"
Vinyl Ester Resin
Weight Per Foot .26 .77
• •
.87 1.11 .86
• • • •
1.64 2.52 3.40 5.65
4.50
Round Tube
Size
Standard Polyester
Square Tube
Standard Polyester
Fire Retardant
• • • •
• • •
Vinyl Ester Resin
Weight Per Foot
Size
Standard Polyester
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
.25
1" x 1" x 1 / 8"
•
•
.32
.45
1 1 / 4" x 1 1 / 4" x 1 / 4"
• • •
•
1
1
•
1
1.12
1 / 2" x 1 / 2" x / 8"
3.06
1 1 / 2" x 11 / 2" x 1 / 4"
• • • • • • •
1 3 / 4" x 1 3 / 4" x 1 / 4"
• •
2" x 2" x 1 / 8" 2" x 2" x 1 / 4"
I-Beam
16" 2 1 / 8" x 2 1 / 8" x 3 / 16
2 1 / 4" x 2 1 / 4" x 1 / 8"
• • •
1
3" x 3" x / 4" 1
4" x 4" x / 4" 4" x 4 x 3 / 8"
.68
• • • • •
.54 .98 1.10 .69 1.40 1.12 .88
• •
2.15 2.93 4.24
Wide Flange Beam Size
Standard Polyester
Fire Retardant
4" x 2" x 1 / 4 "
•
• • •
6" x 3" x 1 / 4 " 8" x 4"
•
Vinyl Ester Resin
Weight Per Foot 1.46 2.24
•
4.46
Standard Polyester Resin
Fire Retardant
Isophthalic Polyester Resin Available in: Olive Green
Isophthalic Polyester Resin Available in: Gray or Yellow Yellow
Size
Standard Polyester
Fire Retardant
Vinyl Ester Resin
Weight Per Foot
• • • • •
• • • • •
• • • • •
1.69
3" x 3" x 1 / 4 "
Fire Retardant Vinyl Ester Resin
4" x 4" x 1 / 4 "
Available in: Beige or Yellow Yellow
1
6" x 6" x / 4 "
* Angles 20'-0" * Dimensions of Angles are measured out to out Green (ISO) / Beige (VE) Gray Same as Green Isophthalic with better Flame Spread
All American Grating
1-800-962-9692
6" x 6" x 3 / 8 " 8" x 8" x 3 / 8 "
•
www.aagrating.com
•
[email protected]
2.10 3.41 5.05 6.97
59
Fastening Systems
Fiberglass Gratings
Clip Specification Chart
Clip WHM
Clip SFM
Clip W4S
Clip T5S
Clip T3S
Clip Type
Material
Grating Types
SFM
316 Stainless Steel
SI, 1" & 11 / 2" SM
WHM
316 Stainless Steel
FW60. HI58, 2" SM
T5S
316 Stainless Steel
2" WT50
W4S
316 Stainless Steel
FW40, HI47
T3S
316 Stainless Steel
2" WT33
WT1
FRP Plate Fastener
WT18, WT35
C
304 Stainless Steel 316 Stainless Steel
1 1 / 2" SM
Clip WT1
Typical Fastener Locations (minimum 4 corners per piece)
Clip Cli p Type C
Type C Prevents Prev ents deflection at panel splices .
Type L For moderate loads.
All American Grating
1-800-962-9692
•
www.aagrating.com
Type M (saddle clips) Restrains movement movement in all directions. Can use self-tapping screws when attaching attac hing to metal supports. •
[email protected]
60
Expanded Metal Options
Standard Expanded Metal Bond
C B
Strand
A
A – Overall Thickness B – Strand Width C – Strand Thickness
Cutting Cut ting Ter Termino minology logy Bond – Where two strands intersect, eliminates prongs or jagged edges.
Random Cut
Random – This type of shearing leaves prongs or jagged edges.
t u C m o d n a R
t u C d n o B
LWD
Bond
D W S
O LWO W S
Bond Cut
Bonds Strand Width
Strand Thickness
U-Edgings Edgings Available Av ailable from stock in 10 and 12 foot lengths. Available Av ailable in any custom lengths. l engths. Carbon, aluminum, stainless, copper and more…
Stock Sizes
18 ga.
18 ga.
#401
1" Edgings
10 & 12 ft. / Lengths
.35 #/Ft.
#402
1" Edgings
10 & 12 ft. / Lengths
.34 #/Ft.
#403
1" Edgings
10 & 12 ft. / Lengths
.34 #/Ft.
#404
3
Special Order
.34#/Ft.
/ 8 " Edgings
18 ga.
18 ga. 1
1
/ 4"
1
/ 8" 1"
1
16" / 16
1"
16" / 16
1" 3
/ 8 "
#401
#402
All American Grating
#403
1-800-962-9692
#404
•
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•
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61
Expanded Metals
Carbon Steel - Flattened
1
/ 4 " #18 Flat Mesh
3
1
11 / 2 " #9 Flat Mesh
/ 4 " #13 Flat Mesh
/ 2 " #16 Flat Mesh
Available Av ailable sizes sizes (SWD x LWD)
Expanded metal illustrations are shown close to actual size.
Carbon
3x8
3 x 10
4x8
4 x 10 4 x 12 5 x 8
5 x 10
6x8
6 x 10
1
/ 4 " – #20
1
/ 4 " – #18 1
/ 2 " – #20
1
/ 2 " – #18 1
/ 2 " – #16 1
/ 2 " – #13
3
/ 4 " – #16
3
/ 4 " – #14
3
Profile View
/ 4 " – #13
3
/ 4 " – #9 #9* *
Note: Unlike standard expanded metal (st acked profile) our flattened expanded metal has a consistent (flat) profile.
1" – #16 1
1 / 2 " – #16 1 1 / 2 " – #14 1 1 / 2 " – #13 1 1 / 2 " – #9
Product Design
* 3/4" #9 also available in 5x12 & 6x12
Lbs. per Square Foot
Diamond Design Size (inches)
Diamond Opening Size (inches)
Strand Width (inches)
Mill Finish
Galvanized
S WD
LWD
S WO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
1
0.82
––
0.250
1.05
0.084
0.715
0.079
0.030
0.030
35
1
1.08
––
0.250
1.05
0.075
0.715
0.080
0.040
0.040
35
0.40
0.51
0.500
1.25
0.375
1.00
0.079
0.029
0.029
65
0.66
0.83
0.500
1.25
0.312
1.00
0.097
0.039
0.039
60
0.82
0.98
0.500
1.25
0.312
1.00
0.096
0.050
0.050
63
1.40
1.61
0.500
1.25
0.265
1.00
0.107
0.070
0.070
52
0.51
0.57
0.923
2.10
0.750
1.750
0.111
0.048
0.048
74
0.63
0.74
0.923
2.10
0.688
1.813
0.105
0.061
0.061
74
0.75
0.88
0.923
2.10
0.688
1.781
0.106
0.070
0.070
74
1.71
1.88
0.923
2.10
0.563
1.688
0.165
0.120
0.120
63
0.41
0.50
1.000
2.50
0.813
2.250
0.098
0.050
0.050
78
0.38
0.46
1.33
3.20
1.062
2.750
0.119
0.048
0.048
83
0.46
0.54
1.33
3.20
1.062
2.750
0.134
0.060
0.060
80
0.57
0.66
1.33
3.20
1.062
2.750
0.116
0.070
0.070
80
1.14
1.25
1.33
3.20
1.00
2.563
0.158
0.110
0.110
75
Style
/ 4 " – #20 / 4 " – #18 1 / 2 " – #20 1 / 2 " – #18 1 / 2 " – #16 1 / 2 " – #13 3 / 4 " – #16 3 / 4 " – #14 3 / 4 " – #13 3 / 4 " – #9 (10 ga.) 1" – #16 1 1 / 2 " – #16 1 1 / 2 " – #14 1 1 / 2 " – #13 1 1 / 2 " - #9 (10 ga ga..)
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
62
Expanded Metals
Carbon Steel - Standard
3
/ 4 " #13 Standard Mesh
1
/ 4 " #18 Standard Mesh
1
/ 2 " #16 Standard Mesh
Expanded metal illustrations are shown close to actual size.
Carbon
4x4
4x8
4 x 10
5x8
5 x 10
1 1 / 2 " #9 Standard Mesh
6x8
6 x 10 6 x 12
3
/ 16 16" – #22 1 / 4 " – 20 1 / 4 " – #18 1 / 2 " – #20 1 / 2 " – #18 1 / 2 " – #16 1 / 2 " – #13 3 / 4 " – #16 3 / 4 " – #13 3 / 4 " – #10 3 / 4 " – #9 1" – #16 1 1 / 2 " – #16 1 1 / 2 " – #13 1 1 / 2 " – #10 1 1 / 2 " – #9 1 1 / 2 " – #6 2" – #9
Note: Standard/raised mesh pattern has a higher profile as well as a stacked appearance, unlike our flattened expanded metal.
Product Design Diamond Design Size (inches)
Lbs. per Square Foot
Available sizes (SWD x LWD)
Diamond Opening Size (inches)
Strand Width (inches)
Style
Mill Finish
Galvanized
SWD
LWD
SWO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
/ 16 16" – #22 1 / 4 " – #20 1 / 4 " – #18 1 / 2 " – #20 1 / 2 " – #18 1 / 2 " – #16 1 / 2 " – #13 3 / 4 " – #16 3 / 4 " – #13 3 / 4 " – #10 (13 ga) 3 / 4 " – #9 (10 ga) 1" – #16 1 1 / 2 " – #16 1 1 / 2 " – #13 1 1 / 2 " – #10 (13 ga.) 1 1 / 2 " – #9 (10 ga.) 1 1 / 2 " – #6 2"– #9 (10 ga.)
0.45
–
0.190
0.500
0.140
0.345
0.034
0.031
0.070
61
0.86
–
0.250
1.00
0.125
0.718
0.072
0.036
0.135
45
1.14
–
0.250
1.00
0.110
0.718
0.072
0.048
0.147
43
0.43
–
0.500
1.20
0.438
0.938
0.072
0.036
0.140
80
0.70
0.88
0.500
1.20
0.438
0.938
0.089
0.048
0.172
72
0.86
0.97
0.500
1.20
0.375
0.938
0.087
0.060
0.175
65
1.47
1.74
0.500
1.20
0.312
0.938
0.096
0.092
0.204
57
0.54
0.65
0.923
2.00
0.813
1.750
0.101
0.060
0.210
78
0.80
0.94
0.923
2.00
0.750
1.688
0.096
0.092
0.205
76
1.20
1.34
0.923
2.00
0.750
1.625
0.144
0.092
0.290
72
1.80
1.98
0.923
2.00
0.688
1.562
0.150
0.134
0.312
68
0.44
0.51
0.100
2.40
0.938
2.062
0.087
0.060
0.192
82
0.40
0.48
1.33
3.00
1.250
2.625
0.108
0.060
0.230
85
0.60
0.68
1.33
3.00
1.188
2.500
0.105
0.092
0.242
85
0.79
0.90
1.33
3.00
1.188
2.500
0.138
0.092
0.284
80
1.20
1.31
1.33
3.00
1.125
2.375
0.144
0.134
0.312
76
2.50
2.75
1.33
3.00
1.000
2.313
0.203
0.198
0.433
69
0.90
1.02
1.85
4.00
1.563
3.375
0.149
0.134
0.312
84
3
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
63
Heavy Hea vy Duty Dut y
Expanded Metals
3.14 # Expanded Expanded Metal Same configuration for 3.3# Stainless Steel Expanded Metal
4.27# Expanded Metal Same configuration for 4.5# Stainless Steel Expanded Metal
7# Expanded Metal Same configuration for 3#, 4#, 5#, 6.25# Carbon and 2# Aluminum Expanded Metal (Note: illustration is 7#)
Expanded metal illustrations are shown close to actual size.
Carbon Steel Standard Lbs. per Square Foot
Diamond Design Size (inches)
Diamond Opening Size (inches)
Strand Width (inches)
Mill Finish
Galvanized
S WD
LWD
SWO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
3#
3.0
3.15
1.33
5.33
0.940
3.44
0.264
0.183
0.540
60
3.14#
3.14
3.30
2.00
6.00
1.625
4.88
0.312
0.250
0.656
69
4#
4.0
4.18
1.33
5.33
0.940
3.44
0.300
0.215
0.618
55
4.27#
4.27
4.46
1.41
4.00
1.000
2.88
0.300
0.250
0.625
58
5#
5.0
5.20
1.33
5.33
0.813
3.38
0.331
0.250
0.655
50
6.25#
6.25
6.47
1.41
5.33
0.813
3.38
0.350
0.312
0.715
50
7#
7.0
7.25
1.41
5.33
0.813
3.38
0.391
0.312
0.740
45
–––
1.33
5.67
0.81
4.00
0.285
0.16
0.160
55
Style
Carbon Steel Flattened 2.8#
2.8
304 Stainless Steel 3.3#
3.3
––
2.00
6.00
1.625
4.88
0.312
0.250
.656
69
4.5#
4.5
––
1.41
4.00
1.000
2.88
0.300
0.250
.625
58
2.0
–––
1.33
5.33
0.940
3.44
0.387
0.250
0.730
48
Aluminum 2#
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
64
Expanded Metals
Heavy Duty
Free Span
Fixed Span Span
Span
Carbon Steel
Style
Load Type
24"
36"
48"
3#
C D
100 .177
50 .402
50 .515
3.14#
C D
200 .255
100 .583
50 .275
4#
C D
200 .237
100 .491
50 .615
4.27#
C D
200 .223
100 .217
50 .330
5#
C D
350 .240
100 .408
50 .372
6.25#
C D
400 .249
100 .247
50 .270
7#
C D
400 .245
100 .260
75 .250
2#
C D
150 .231
50 .257
–––
3.3#
C D
150 .248
50 .300
–––
C D
150 .210
50 .244
50 .600
Aluminum
Stainless Steel 4.5#
Style
Load Type
24"
36"
48"
U D
275 .250
100 .220
–––
C D
275 .250
165 .250
75 .250
U D
375 .250
150 .240
50 .250
C D
375 .250
155 .250
75 .250
U D
350 .240
150 .245
50 .250
C D
440 .250
220 .250
100 .250
U D
500 .245
165 .245
60 .250
C D
400 .250
225 .240
100 .250
U D
600 .240
175 .240
100 .250
C D
540 .245
310 .250
140 .250
U D
800 .220
300 .250
115 .240
C D
800 .220
300 .240
150 .240
U D
800 .210
400 .250
165 .240
C D
800 .220
350 .240
175 .250
C D
250 .250
100 .250
50 .250
C D
–––
150 .197
50 .135
C D
300 .217
150 .192
100 .212
3#
3.14#
4#
Carbon Steel
4.27#
5#
Heavy Duty Expanded Metal Selection Chart Clear Span 6.25# (Lbs.per Foot of Length (Lbs.per of Catwalk or Platform)
23"
30"
35"
42"
47"
54"
60"
50# Light or Occasiona Occasionall Pedestrian Traffic
3# 3# 3# 3# 3# 4# 5# 3.14# 3.14# 3.14# 3.14# 3.14# 4.27# 6.25#
100# Normal or Frequent Pedestrian Traffic
3# 3# 3# 4# 5# 3.14# 3.14# 3.14# 4.27# 6.25#
150# Heavy or Constant Pedestrian Traffic
3# 4# 4# 5# 6.25# 3.14# 4.27# 4.27# 6.25#
7#
7#
7# Aluminum
200# 3# 4# 4.27# 6.25# Pedestrian Traffic 3.14# 4.27# 5# with Light Equipment 5#
250#
4# 4.27#
300#
4# 5# 6.25# 4.27# 6.25#
350#
4# 6.25# 4.27#
7#
7# Stainless Steel 3.3# 4.5#
7#
7#
5# 6.25#
2#
U = Uniform Load in Lbs. per Square Foot C = Concentrated Load in Lbs. per Square Foot D = Deflection in Inches
7# All weights, gauges and dimensions are approximate approximate..
Sheet Size Selecti Selection on Chart (SWD x LWD) Carbon Steel Style
4x8
4 x 10
4 x 12
3#
• • • • • • •
• • • • •
•
3.14# 4# 4.27# 5# 6.25# 7#
5x8
5 x 10
6x8
6 x 10
6 x 12
10 x 2
10 x 2'- 6
10 x 3
•
•
•
• • • • •
•
•
• • • • •
• • • • • • •
• • • • • • •
• • • • • • •
Stainless Steel 304 Style
Aluminum 5052-H-32 4x8
3.3# 4.5#
All American Grating
4 x 10
Style
4x8
• •
2#
•
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•
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4 x 10
65
Expanded Metals
Stainless Steel – Flattened
1
3
/ 4 " #18 Flat Mesh
/ 4 " #13 Flat Mesh
1
1 1 / 2 " #9 Flat Mesh
/ 2 " #16 Flat Mesh
Expanded metal illustrations are shown close to actual size.
Available sizes (SWD x LWD) Stainless
4x8
4 x 10
4x8
T304
T316
1 / 4" – #18 1 / 2" – #18 1 2" – #16 / 1 / 2" – #13 3 / 4" – #16 3 / 4" – #13 3 / 4" – #9 1 1 / 2" – #16 1 2" – #13 1 / 1 1 / 2" – #9
Profile View
Note: Unlike standard expanded metal (st acked profile) our flattened expanded metal has a consistent (flat) profile.
Product Design Diamond Design Size (inches)
Lbs. per Square Foot
Diamond Opening Size (inches)
Strand Width (inches)
Style
Mill Finish
Galvanized
SWD
LW D
S WO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
1
/ 4 " – #18
1.43
––
0.250
1.20
0.080
0.660
0.090
0.047
0.047
28
1
/ 2 " – #18
0.69
––
0.500
1.26
0.312
1.000
0.098
0.040
0.040
60
1
/ 2 " – #16
0.86
––
0.500
1.26
0.312
1.000
0.099
0.050
0.050
60
1
/ 2 " – #13
1.78
––
0.500
1.26
0.240
0.915
0.132
0.080
0.080
57
3
/ 4 " – #16
0.57
––
0.923
2.10
0.750
1.812
0.118
0.050
0.050
75
3
0.86
––
0.923
2.10
0.625
1.750
0.120
0.070
0.070
75
/ 4 " – #9
1.95
––
0.923
2.10
0.562
1.687
0.150
0.119
0.119
61
1
0.43
––
1.33
3.15
1.062
2.750
0.128
0.050
0.050
80
0.65
––
1.33
3.15
1.000
2.625
0.130
0.079
0.079
80
1.31
––
1.33
3.15
0.937
2.625
0.165
0.119
0.119
75
/ 4 " – #13 3
1 / 2 " – #16 1 1 / 2 " – #13 1 1 / 2 " – #9
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66
Stainless Steel – Standard
Expanded Metals
1
3
/ 4 " #18 Standard Mesh
/ 4 " #13 Standard Mesh
1
1 1 / 2 " #9 Standard Mesh
/ 2 " #16 Standard Mesh
Expanded metal illustrations are shown close to actual size.
Available sizes (SWD x LWD) Stainless
4x8
4x8
T304
T316
1
/ 4 " – #18 / 2 " – #18 1 / 2 " – #16 1 / 2 " – #13 3 / 4 " – #16 3 / 4 " – #13 3 / 4 " – #9 1 1 / 2 " – #16 1 1 / 2 " – #13 1 1 / 2 " – #9 1
Note: Standard/raised mesh pattern has a higher profile as well as a stacked appearance, unlike our flattened expanded metal.
Product Design
Lbs. per Square Foot
Diamond Design Size (inches)
Diamond Opening Size (inches)
Strand Width (inches)
Style
Mill Finish
Galvanized
S WD
LW D
S WO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
/ 4" – #18
1
1.46
––
0.250
1.00
0.120
0.620
0.087
0.050
0.150
30
1
/ 2 " – #18
0.73
––
0.500
1.20
0.437
0.937
0.087
0.050
0.164
70
1
/ 2 " – #16
0.91
––
0.500
1.20
0.437
0.937
0.087
0.062
0.164
70
1
/ 2 " – #13
1.87
––
0.500
1.20
0.325
0.875
0.119
0.093
0.225
52
3
0.60
––
0.923
2.00
0.812
1.750
0.106
0.062
0.202
83
3
/ 4 " – #13
0.91
––
0.923
2.00
0.750
1.687
0.107
0.093
0.202
80
3
/ 4 " – #9
2.05
––
0.923
2.00
0.687
1.562
0.160
0.140
0.300
67
1 1 / 2 " – #16
0.45
––
1.33
3.00
1.250
2.750
0.115
0.062
0.222
85
1 / 2 " – #13
0.68
––
1.33
3.00
1.250
2.625
0.115
0.093
0.222
83
1 1 / 2 " – #9
1.37
––
1.33
3.00
1.125
2.500
0.155
0.140
0.280
77
/ 4 "– #16
1
All American Grating
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67
Expanded Metals
– Flattened Flattened Aluminum –
1
3
/ 2 " .081 Flat Mesh
/ 4" .081 Heavy Flat Mesh
3
1 1 / 2" .125 Flat Mesh
/ 4" .125 Flat Mesh
Expanded metal illustrations are shown close to actual size.
Available sizes (SWD x LWD) Aluminum
4x8
4 x 10
1
/ 2 " – .051 / 2 " – .081 3 / 4 " – .051 (Lt.) 3 / 4 " – .081 (Hvy.) 3 / 4 " – .081 3 / 4 " – .125 1 1 / 2 " – .081 1 1 / 2 " – .125 1
Profile View
Note: Unlike standard expanded metal (st acked profile) our flattened expanded metal has a consistent (flat) profile.
Product Design
Lbs. per Square Foot
Diamond Design Size (inches)
Diamond Opening Size (inches)
Strand Width (inches)
Style
Mill Finish
Galvanized
SWD
LWD
SWO
LWO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
1
/ 2 " – .051
0.26
––
0.500
1.27
0.312
1.00
0.104
0.040
0.040
61
1
0.42
––
0.500
1.27
0.312
1.00
0.105
0.060
0.060
58
3
/ 4 " – .051
0.16
––
0.923
2.125
0.750
1.812
1.220
0.040
0.040
72
(Lt.) 3 / 4 " – .081
0.30
––
0.923
2.125
0.687
1.75
0.143
0.070
0.070
70
0.39
––
0.923
2.125
0.687
1.75
0.181
0.070
0.070
63
/ 4 " – .125
0.62
––
0.923
2.125
0.625
1.75
0.187
0.095
0.095
62
1 1 / 2 " – .081
0.21
––
1.33
3.15
1.062
2.75
0.143
0.055
0.055
77
1 1 / 2 " – .125
0.41
––
1.33
3.15
1.000
2.75
0.181
0.080
0.080
70
/ 2 " – .081
3
(Hvy.) / 4 " – .081 3
All American Grating
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68
Expanded Metals
Aluminum – Standard
1
3
/ 2 " .081 Standard Mesh
/ 4" .081 Heavy Standard Mesh
1 1 / 2 " .125 Standard Mesh
3
/ 4 " .125 Standard Mesh
Expanded metal illustrations are shown close to actual size.
Available sizes (SWD x LWD) Aluminum 3
16" – / 16 1
/ 2 " –
1
/ 2 " –
3
/ 4 " –
(Lt.) 3 / 4 "– (Hvy.) 3 / 4 " – 3
/ 4 " –
1 1 / 2 "– 1 1 / 2 "–
4x4
4x8
.032 .051 .081 .051 .081 .081 .125 .081 .125
Note: Standard/raised mesh pattern has a higher profile as well as a stacked appearance, unlike our flattened expanded metal.
Product Design
Lbs. per Square Foot
Diamond Design Size (inches)
Diamond Opening Size (inches)
Strand Width (inches)
Style
Mill Finish
Galvanized
S WD
LW D
S WO
L WO
Width
Thickness Gauge
Overall Thickness
Open Area (%)
3
16 " – .032 / 16
0.16
––
0.190
0.50
0.160
0.360
0.034
0.032
0.070
66
1
/ 2 " – .051
0.27
––
0.500
1.20
0.375
0.937
0.093
0.051
0.158
65
1
0.44
––
0.550
1.20
0.375
0.937
0.096
0.081
0.186
60
3
/ 4 " – .051
0.17
––
0.923
2.00
0.812
1.750
0.109
0.051
0.200
78
(Lt.) 3 / 4 " – .081
0.32
––
0.923
2.00
0.750
1.680
0.129
0.081
0.220
76
0.41
––
0.923
2.00
0.750
1.680
0.165
0.081
0.300
69
0.65
––
0.923
2.00
0.687
1.680
0.169
0.125
0.305
68
0.22
––
1.330
3.00
1.187
2.500
0.128
0.081
0.240
85
0.43
––
1.330
3.00
1.187
2.500
0.162
0.125
0.300
79
/ 2 " – .081
3
(Hvy.) / 4 " – .081 3
/ 4 " – .125 1
1 / 2 " – .081 1
1 / 2 " – .125
All American Grating
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69
Safety Safet y Treads and Nosings Nos ings
Cast Aluminum Aluminum & Cast Iron (Painted Black)
Poured Concre te
St eel Pan
Miscellaneous Uses
Generally installed full step length less approximately 3" (76.2 mm) clearance at each end.
Generally installed full stringer to stringer length, less 1 / 8 " (3.05 mm) clearance.
Square edges
Type 101 SP
Type 101
1
/ 4"
Type 100
3
/ 8"
5
/ 16 16"
5
5
16" / 16
16" / 16
Chief use: As nosing in concrete stairs. Tread installed flush all around.
Chief use: As nosings on steel-pan concretefilled stairs or superimposed on existing steps.
Type 116
Chief use: Floor plates, trench covers, stair landing, platforms, expansion joint covers. Rounded edges
Type 102
Type 120
3
1"
/ 8"
5
16" / 16
1
/ 2"
5
16" / 16
Chief use: As nosing in concrete stairs where deeper lip is desired.
Chief use: As nosing on steel-pan st airs. Also, can be used structural structurally ly with bent-plate risers.
Chief use: Expansion joint covers, platforms around machinery, deck treads.
One edge rounded (at front)
Type 103
Type 116 A
1"
3
/ 4"
5
Type 120
5
/ 16 16"
3
16" / 16
/ 4"
Chief use: As structural treads with bent-plate risers or as nosings full width of stair.
Chief use: Superimposed on existing steps for existing stair repair.
Chief use: Nosings on steel grating treads and for special conditions, usually superimposed.
Concrete Curbs
Type 950
Cast Iron & Cast Aluminum Aluminum Nosings for poured concrete and steel pan concrete-filled stairs
Maximum Maxim um Length 8'- 6" Nosi No sing ng Typ ype e No. No. Mi Min. n. Th Thic ickn knes ess s
Max. Ma x. Wi Widt dth h
5
All
16" / 16
6" bottom view & top view
Treads for poured concrete Treads for steel pan concrete-filled stairs
Maximum Length 6'-0" Type No.
Thickness 3
All
/ 8 "
Ladder Rung
Type 150 1 1 / 2 " x 1 1 / 2 " x 3 / 8 " (38.1 mm x 38.1 mm x 9.53 mm) Maximum length 6'0" (1.83 m)
Max. Width 12"
Type 250 2 1 / 2 " x 2 1 / 2 " x 1 / 2 " (63.5 mm x 63.5 mm x 12.7 mm) Maximum length 6'0" (1.83 m)
AL 2" x 18" piece size
Cast Aluminum
• Cast Iron is not recommended for corrosive or exterior environments. • Castings are subject to usual foundry draft, tolerances tolerances and thickness ± 1 / 8 ". • Nosings may show a parting line on the nose surface. • Standard measurements are from the top of nosing.
Cast Iron Painted Black
16". • Custom lengths to ± 1 / 16 1
• Standard hole size / 4 " with countersunk hole tops. • Standard drilling; 3" from ends on approximately 12" centers. • Beveled treads. Contact factory on availability per application. • Lengths over maximum to be made in equal sections.
All American Grating
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•
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70
Anchors
Wing Type Type Anchor
Wing Type Anchor (assembl (assembled) ed)
Screw head rests flush with surface
Std. 7 / 8" (22.3 mm)
Mild Steel
Zinc-Plated 18-8 Stainless Steel when specified
Steel Wing Anchors, machine screws and nuts are furnished for field attachments attac hments into factory-drilled and countersunk holes, prior to tread installation. Standard spacing is 3" (76.2 mm) from ends on approxima approximately tely 12" (304.8 mm) centers in single staggered or double row, row, according to tread width. Can be furnished on most types if specified 3 / 4 " to 1 / 2 " –14 Flat Head Machine Screw. Wing metal, standard mild steel. Stainless steel upon request.
Concealed Integral Anchor Anchor 11 / 2" This concealed type steel anchor is furnished standard on cast types 150 and 250 anchor spacing in on approximately 10" (254 mm) centers. Can be furnishe furnished d on t ypes 101, 101-SP 101-SP, 116, 102, 103, 104, 105A & 100 but must be specified.
1 1 / 4" (31.75 (31 .75 mm) mm )
Mild Steel Anchors
Time-Saver Anchor Time-Saver Anchors provide concealed anchorage. Anchors are bent to desired depth (usually 45°) before treads are installed. Standard spacing is 3" (76.2 (76.2 mm) from ends on approximately 12" (304.8 mm) centers, in single, staggered or double row, row, according to tread width. Time-Saver Anchors are available on types WP-2, WP-2T, WP-2T, WP-3, WP-3T, WP-4,WP-4T.. WP-3JT, WP-4,WP-4T WP-3JT, WP-4JT, WP-4JT, 121, 131, 141, 132, 142, 133, 143, 610, 630, 128, 432A, 431A, 122, WP-2JT, & 138.
Existing Concrete
Wood or Machine Screws
Tapcon Screws
Screw & Shields
Treads being superimposed on existing stairs can be furnished pre-drilled and countersunk for wood, machine or tapcon screws. Standard spacing is 3" (76.2 mm) in from each end approximately 12" (304.8 mm) centers in single, staggered, or double row, according to tread width. Will furnish #10 screws.
All American Grating
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71
Extruded Aluminum Aluminum Grit Filled for New Concret Concrete e Stairs & Steel Pan
The Dual Purpose Nosing Poured Concrete: Installed full step length l ess approximately 3" clearance. Steel Pan: Concrete filled, installed stringer to less 1 / 8 " clearance.
Type 231 BF 5
/ 8 "
3" (76.2 mm) wide 1 / 4 " (6.35 mm) thick
1
1 / 4 "
Detail
Nose Design provides better fit at formed edge of steel pan.
Anchor in concrete step.
Detail Anchor in sloped riser steel pan step.
Designed to install so that there is no projection past the front of the riser.
5
/8"
Type 241 BF
Type 121
Type 131
4" (101.6 mm) wide 1 / 4 " (6.35 mm) thick
1 7 / 8 " (47.63 (47.63 mm) wide 1 / 4 " (6.35 mm) thick nose 1 / 4 " (6.35mm) underside
3" (76.2 mm) wide 1 / 4 " (6.35 mm) thick nose 1 / 4 " (6.35 mm) underside
13 /4"
Type 141 4" (101.6 mm) wide 1 / 4 " (6.35 mm) thick nose 1 / 4 " (6.35mm) underside
Selections are not to scale
Extruded Aluminum Aluminum Grit Filled for New Pan Concrete Concrete Filled Stairs
Type 232 3" (76.2 mm) wide 1 / 4 " (6.35 mm) thick nose 1 1 / 8 " (28.58 mm) underside
5
/8"
Type 122 1 7 / 8 " (47.63 (47.63 mm) wide 1 / 4 " (6.35 mm) thick nose 1 1 / 8 " (28.58 mm) underside
1 3 / 16 16" (30.16 mm)
Type 132 Detail Anchor in steel pan step.
5
/8"
1 11 / 16 16" (30.16 mm)
3" (76.2 mm) wide 1 / 4 " (6.35 mm) thick nose 1 1 / 8 " (28.58 mm) underside
Type 242
Type 142
4" (101.6 mm) wide 1 / 4 " (6.35 mm) thick nose 1 1 / 8 " (28.58 mm) underside
4" (101.6 mm) wide 1 / 4 " (6.35 mm) thick nose 1 1 / 8 " (28.58 mm) underside
Standard Black Grit or Colors Available Available All American Grating
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72
Grit Filled Fille d Extruded Ex truded Aluminum Renovation Treads
Renovat Re novation ion Treads Treads
Safety Renovation Treads are designed for the modernization and restoration of all type of stairs while also providing excellent anti-slip protection for pedestrians.
All types are 9 / 32" (7.14 mm) thick. Two-tone treads with contrasting colors are available. Call for details. Renovation Safety Treads provide a fast and economical alternative to removal and reconstruction of a stairway. Leveling compound is available to fill level worn steps before installing Renovation Treads. Use construction adhesive in addition to mechanical fasteners for the best installation results. Special tread sealer available for wood or saltwater applications – consult All American Grating. Most styles available available up to 12'-0" in one section. Maximum on type 511 SN and 511 is 8'-0" and maximum on type 6100 is 10'-0". Drilled and countersunk holes are standard. Unless otherwise specified, Renovation Treads furnished with beveled ends standard. 8" (203.2 mm)
9" (228.6 mm) 9
32" / 32
Type 500 50 0 – 9" (228.6 mm)
1 1 / 8 "
9
32" / 32
Type 181 – 8" (203.2 mm) 1" (25.4mm)
4" (101.6 mm) 1" (25.4 mm)
11" (279.4 mm)
9
9
32" / 32
32" / 32
1 1 / 8 "
Type 511 – 11" (279.4 mm)
Type 540 – 4" (101.6 mm)
7" (177.8 mm) 9
32" / 32
Type 570 – 7" (177.8 mm) 1" (25.4mm) 9" (228. (228.6 6 mm) mm) or 11" (279. (279.4 4 mm) mm) 9
/ 32 32"
(228.6 mm) mm) Type 500 SN – 9" (228.6 83°
Type 511 SN
– 11" (279.4 mm)
8" (203.2 mm) 9
32" / 32
1 1 / 8 "
Type 182
6" (152.4 mm)
– 8" (203.2 mm)
3" (76.2 mm) 9
32" / 32
Type 660
9
/ 32 32"
– 6" (152.4 mm)
Type 630 – 3" (76.2 mm)
10" (254 mm) 9
32" / 32
Type 6100 – 10" (254 mm)
Standard Black Grit or Colors Available All American Grating
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73
Corrugated Sheeting
Corrugated Sheeting Profile
27 1 / 2 " covers 24" with two rib overlap 44 1 / 2 " covers 40" with two rib overlap
2.667" 1 / 2"
Finish availab available le in: • Galvanized G-60 • Painted
Product Design/Load Table Table Weight measured in Pounds per Square Foot Pounds per Square Foot
Total Load - per Square Foot Gauge
2.32
1.79
1.51
1.25
0.98
18 Ga. Galvanized Steel
20 Ga. Galvanized Steel
22 Ga. Galvanized Steel
24 Ga. Galvanized Steel
26 Ga. Galvanized Steel
20 Lbs. per Square Foot
30 Lbs. per Square Foot
40 Lbs. per Square Foot
Span
Wall
Roof
Wall
Roof
Wall
Roof
SS
7'-4"
6'- 4"
6'-5"
5'-6"
5'-9"
5'-0"
DD
8'-2"
7'-5"
6'-8"
6'-0"
5'-9"
5'-3"
TS
9'-1"
7'-10"
7'-6"
6'-9"
6'-6"
5'-10"
SS
6'-7"
5'- 8"
5'-9"
5'-0"
5'-0"
4'-6"
DD
7'-1"
6'- 5"
5'-9"
5'-3"
5'-0"
4'-6"
TS
7'-11"
7'-10"
6'-6"
5'-10"
5'-7"
5'-1"
SS
6'-2"
5'- 4"
5'-3"
4'-8"
4'-7"
4'-2"
DD
6'-6"
5'-10"
5'-3"
4'-9"
4'-7"
4'-2"
TS
7'-3"
6'-7"
5'-11"
5'-4"
5'-1"
4'-8"
SS
5'-9"
4'-11"
4'-9"
4'-3"
4'-1"
3'-8"
DD
5'-9"
5'- 3"
4'-9"
4'-3"
4'-1"
3'-8"
TS
6'- 6"
5'-10"
5'-3"
4'-9"
4'-7"
7'-2"
SS
5'- 0"
4'- 6"
4'-1"
3'-8"
3'-7"
3'-2"
DD
5'- 0"
4'- 6"
4'-1"
3'-8"
3'-7"
3'-2"
TS
5'-7"
5'-1"
4'-7"
4'-2"
4'-0"
3'-7"
Allowable Uniform Loads in Pounds per Square Foot Nominal Thickness (in inches)
Live Load (Stress)
Live Load De f lection (L/180)
Wind Suc tion (Upl ift)
2'- 0" 2'- 6" 3'- 0" 3'- 6" 4'- 0" 4'- 6" 5'-0" 2'- 0" 2'- 6" 3'- 0" 3'-6" 4'- 0" 4'- 6" 5'-0" 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0"
.012
152
98
70
51
39
31
25
90
46
27
17
11
8
6
120
62
36
22
15
11
8
.014
178
117
81
60
46
36
29
107
55
32
20
13
9
7
143
73
42
27
18
13
9
.016
207
133
93
68
52
41
33
122
62
36
23
15
11
8
162
83
48
30
20
14
10
.020
258
166
115
85
65
51
42
151
77
45
28
19
13
10
201
103
60
38
25
18
13
.012 Nominal Thickness Allowed Initially Bearing @ 3" = .0897 K/FT Allowable End Bearing @ 2" = 0.0201 K/FT .014 Nominal Thickness Allowed Initially Bearing @ 3" = 1.184 K/FT Allowable End Bearing @ 2" = 0.0327 K/FT .016 Nominal Thickness Allowed Initially Bearing @ 3" = 1.497 K/FT Allowable End Bearing @ 2" = 0.0468 K/FT .020 Nominal Thickness Allowed Initially Bearing @ 3" = 2.207 K/FT Allowable End Bearing @ 2" = 0.0792 K/FT
All American Grating
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74
Corrugated Corrug ated Sheetin Sheeting g Accessories Accessor ies
Galvanized (G-60) or Painted
Accessory Profiles
F = Finish Side Side (if painted) painted) 26 Gauge Standard (other gauges available)
Standard Ridge Cap
F
Lean To To Flashing
8 1 / 2 "
F
6"
1
/ 2 "
1
/ 2 "
1
/ 2 "
1
5 / 2 "
F
R-Panel Base Angle
R-Panel J-Channel
2"
1
/ 2 "
F 2"
1 3 / 8 "
1
/ 2 "
Corrugated Base Angle 1 3 / 8 "
F 2"
Corrugated J-Channel 1
/ 2 "
5
F
/ 8 "
2"
Standard Corner 1
/ 2 "
F
5
/ 8 "
1
F
/ 2 "
1
5 / 2 "
2"
F 5 1 / 2 "
Gable Trim
R-Panel Z Strip
1 3 / 4 "
2"
1 3 / 8 "
3
/ 4 "
5 1 / 2 "
3
/ 4"
2"
2"
All American Grating
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75
B-Deck Sheeting B-Deck Profile
36" (coverage when overlapped)
2 1 / 2 " 11 / 2"
6"
B-Deck Profile View
B-Deck Sheeting Description
Available in two coatings – Prime Painted and Galvanized.
Designed for optimum efficiency to provide provide greater loads and/ or longer spans at no increase in cost. Manufact Manufactured ured in 36" width for more economical erection and improved diaphragm efficiency. Rib openings are designed to accommodate 1" thick insulation. Type B – QUIET deck (acoustical) has good NRC values because all the ribs are acoustically treated and provides the esthetic continuity as all ribs have the same pleasing appearance. B deck conforms to the Steel Deck Institutes requirements for Standard wide Rib Deck.
Gauges
Finish
Lbs. per Square Foot
22 ga.
Painted Gray
1.70
18 ga.
Galvanized G-60
2.70
Allowable Uniform Total Loads - Pounds per Square Foot Span Simple
Two Three or More
Gauge
5'- 0"
5'- 6"
6'- 0"
6'- 6"
7'- 0"
7'- 6"
8'- 0"
8'- 6"
22
90
70
56
46
18
159
122
96
22
96
79
18
164
22 18
9'- 0"
77
64
54
46
40
67
57
49
43
136
114
98
84
73
64
41
36
119
99
83
71
61
53
47
41
36
204
169
142
121
105
91
79
67
58
9'- 6"
10'- 0"
51
inches.) .) Span Length - Center to Center of Joists or Purlins (feet/ inches
All American Grating
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76
R-Panel Sheeting R-Panel Profile
36" Coverage 1"
12" 1"
1 1 / 4" 4"
8 3 / 8"
3 5 / 8 "
Painted
(multiple colors available)
Product Design/Load Table Table
Gauge
Pounds per Square Foot
Fy
Fb
Thickness
Weight
Girth
(PSI)
(PSI)
(Inches)
(Lbs. per Sqaure Foot)
(Inches)
29 ga.
0.75
80,000.00
30,00 0.00
0.0170
0.82
41.56
26 ga.
1.00
80,000.00
30,00 0.00
0.0198
0.96
41.56
24 ga.
1.20
50,000.00
30,00 0.00
0.0258
1.25
41.56
22 ga.
1.50
50,000.00
30,00 0.00
0.0318
1.54
41.56
Allowable Uniform Loads in Pounds per Square Foot Wind Load
Live Load (Stress)
Live Load (Deflection)
Gauge
4'- 0"
5'- 0"
6'- 0"
7'- 0"
8'- 0"
3'- 0"
4'- 0"
5'- 0"
6'- 0"
7'- 0"
3'- 0"
4'- 0"
5'- 0"
6'- 0"
7'- 0"
29
77
49
34
25
19
103
58
37
26
19
103
58
37
26
18
26
90
58
40
29
23
121
68
43
30
22
121
68
43
30
22
24
119
76
53
39
30
160
90
58
40
29
160
90
58
40
29
22
149
95
66
49
37
199
112
72
50
37
199
112
72
50
36
All American Grating
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77
Aluminum Alumin um Plank Grating
Specifications
Aluminum Plank Grating
Design & Construction Features Punched or Unpunched
For installation where light weight, low cost, easy to inst all flooring is required. All American Grating's Aluminum plank may well be the perfect solution.
Plank may be offered either way. Unpunched, where a light weight, solid floor is required or punc punched hed to provide for passage of air and light.
Strong & Versatile
Strength
All American Grating's high quality extrude extruded d 6063-T6 Aluminum plank sections are available in sizes and styles to meet your needs. Plank sections are 6" wide, with lengths up to 26'-0". Their integral I- beam vertical supports provide an excellent strength to weight r atio. They They can be fabricated to your specifications at the factory or cut at the job site as needed.
I-beam sections form integral part of the extrusion, therefore punch outs do not weaken All American Grating’s Aluminum plank. The The strength of All American Grating’s Aluminum plank comes from the bearing bars. The The cut-out portions of the surface provide passage for light, heat and air, but do not reduce the load bearing capacity of the flooring.
Snap Lock (SL) End View
STD HD End View Weight Chart Approximate Weight per Square Foot
Section Modulus Per Foot
Moment of Inertia per Foot
P
RU
SU
/ 4 "
0.192
0.092
2.1
1.7
1.8
HD-30
1"
0.396
0.232
2.6
2.2
2.3
HD-40
1 1 / 4 "
0.736
0.496
3.3
2.8
3.0
HD-50
1 1 / 2 "
1.116
0.900
3.9
3.4
3.6
HD-60
1 3 / 4 "
1.468
1.340
4.3
3.8
4.0
HD-70
2"
1.854
1.960
4.8
4.3
4.5
HD-80
2 1 / 4 "
2.340
2.708
5.1
4.7
4.9
HD-90
2 1 / 2 "
3.124
3.920
5.4
5.0
5.2
P
X
Y
2.6
2.4
2.3
S iz e
Depth 3
HD-20
SL-30
1"
0.386
Part Number and Designation
HD – 50 – SU Type Size (Depth)
All American Grating
Style (Surface Pattern)
0.194
Surface Pattern Designations Style
Description
P
Unpunched
RU
Rectangular Upset
SU
Square Upset
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13
X
•
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Description
Style
Y
•
16 Diameter Holes on / 16
1 1 / 2 " Straight Centers 1" Diameter Holes on 2" Staggered Centers
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78
Aluminum Plank Grating
HD Style RU & HD Style P
HD Style RU RU Rectangular Upset Punched – 19 / 32 32" x 3" openings for use on walkways and water treatment facilities. A very comfortable walking surface.
19 /32 /32"" x 3" Rectangular Openings Top View
Produces 37 3 7.1% open ope n area
Perspective View
HD Style P The HD Plank is All American Grating's Universal 1 Plank and is available in depths of 3 / 4" to 2 / 2". This HD plank is available unpunched, unpunched, rectangular and square plain and upset styles. The unpunched style is used for hatchways and areas where odor control is a concern.
Top View Vi ew
Perspective View All American Grating
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79
Aluminum Plank Grating
HD Style Sty le SU & Fastener Fasten er Type 50
HD Style SU
Square Upset Pattern – 19 / 32 32" square openings. Excellent walking surface but with less open area than style RU.
19 / 32" Square Openings
Top View Vi ew
Produces 22.3% open area
Perspective View
Special Plan Plank k Fastener – Type 50
Plank
Application Type 50 fasteners are used with punched planks, where access to tighten screw is permitted through punched opening in the planks surface. No special tools are required other than a simple screwdriver. These fasteners cannot be used with unpunched unpunc hed planks. A special fastener – (type 50S) which must be installed from underneath may be used for unpunched plank.
Concrete
Type 50 Aluminum Fastener
Type 50 Side View
Plank
Screwdriver
Stainless Steel Screw Type 50 Perspective View
All American Grating
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Type 50 Aluminum Fastene Fastenerr
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Type 50 End View
80
Aluminum Plank Grating
SL Style X & SL Style Y
SL Style X The Snap Lock Grating was originally designed for naval shipboard use in refrigerated and dry storage areas. The Snap Lock feature allows for quick assembly on-site. Snap Lock grating is available in 6" male/female sections or in 3" wide male/flush or female/flush sections. This This grating is only available in 1" depth. The hole patterns pattern s not only provide for air circulation, but also allow for BuShip telescoping batten installation.
Top View Vi ew
13 /16 /16"" Round Holes on 1 1/2" Straight Centers Style X produces 23% open area
Perspective View
SL Style Y
The Snap Lock Grating was originally designed for naval shipboard use in refrigerated and dry storage areas. The Snap Lock feature allows for quick assembly on-site. Snap Lock grating is available in 6" male/female sections or in 3" wide male/flush or female/flush female/flu sh sections. This grating i s only available in 1" depth. The hole patterns not only provide for air circulation, but also allow for BuShip telescoping batten installation.
Top View Vi ew
1" Round Holes on 2" Staggered Centers Style Y produces 26.1% open area
Perspective View
Also available in Style P (unpunched) soild deck All American Grating
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81
HexGrid - Carbon Steel & Stainless Steel
Standard & Special Lance
Standard Lance HexGrid
Top View Vi ew
Standard Lance Characteristics Lances are formed in the center of the bars and are projected to face opposite lance in each individual hexagonall cell. Alternating hexagona Al ternating rows are joined together by a flared tab system that extends through the perforated top and bends outward in order to secure each row.
Lance Projections
HexGrid Technical Technical Data Gauge:
14 gauge 12 gauge
Tabs
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4 " to 1 7 / 8 "
/ 4 " (19 mm) 1" (25 mm)
Profile View
Please specify Loose or Tight Clinch
Weight (Lbs. per Square Foot) 14 gauge
12 gauge
Bar De Depth
Lance Type
Without Lance
Lance Type
Without Lance
3 / / 44"
2.95
2.77
4.13
3.88
1"
4.00
3.82
5.60
5.35
Perspective View
Special Lance HexGri HexGrid d Special Lance Characteristics
Top View Vi ew
Lances are formed in the center of each bar and are projected to the center of each hexagonal cell. Alternating rows are joined together by a flared tab system that extends through the perforated top and bends outward in order to secure each row.
Lance Projections
HexGrid Technical Technical Data Gauge:
14 gauge 12 gauge
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4 " to 1 7 / 8 "
/ 4 " (19 mm) 1" (25 mm)
Tabs
Profile View
Please specify Loose or Tight Clinch
Weight (Lbs. per Square Foot) 14 gauge
12 gauge
Bar De Depth
Lance Type
Without Lance
Lance Type
Without Lance
3 / / 44"
2.95
2.77
4.13
3.88
1"
4.00
3.82
5.60
5.35
Perspective View All American Grating
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82
HexGrid - Carbon Steel & Stainless Steel
Shell & Riveted
Shell HexGrid
Top View Vi ew
Shell Characteristics Every 6th bar is 1" (25 mm) deep and the intermediate bars are 3 /4 " (19 mm) deep. Also Also available: every 4th, 3rd or 2nd bar 1" (25 mm) deep.
HexGrid Technical Technical Data
Lance Projections
Gauge:
14 gauge 12 gauge
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4 " to 1 7 / 8 "
Tabs
/ 4 " (19 mm) 1" (25 mm)
Profile View
Side View
Stacked Depths
Please specify Loose or Tight Clinch
Lanced Weight Weight Chart Bar size 3/
Bar Size
14 gauge 12 gauge Lbs./S.F. Lbs./S.F.
4"
14 gauge 12 gauge Lbs./S.F. Lbs./S.F.
3/ " 4
offset every 3rd bar 1"
3.34
5.0
offset every 5th bar 1"
3.21
4.75
offset every 4th bar 1"
3.24
4.9
offset every 6th bar 1"
3.15
4.6
Perspective View
Riveted HexGrid Riveted Characteristics
Top View Vi ew
Riveted HexGrid includes perforated lances that protrude from the center of each bar to the opposite bar. Alternating rows are joined together by a rivet system to secure each row. This type of construction provides more stability for shock and vibration applications.
Rivet Bottom
Lance Projections
HexGrid Technical Technical Data Gauge:
14 gauge 12 gauge
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4 " to 1 7 / 8 "
Rivet Top
/ 4 " (19 mm) 1" (25 mm)
Profile View
Please specify Loose or Tight Clinch
Weight (Lbs. per Square Foot) 14 gauge
12 gauge
Bar De Dept h
Lance Type
Without Lance
Lance Type
Without Lance
3 / 4 "
2.95
2.77
4.13
3.88
1"
4.00
3.82
5.60
5.35
Perspective View All American Grating
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83
HexGrid - Carbon Steel & Stainless Steel
Non-Perforated & Perforated
Non-Perforated HexGrid
Top View V iew
Non-Perforated Characteristics Non-Perforated HexGrid does not include any perforations on the hexagonal cell. Alternating rows are joined together by a flared tab system that extends through the perforated top and bends outward in order to secure each row.
HexGrid Technical Technical Data Gauge:
14 gauge 12 gauge
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4" to 1 7 / 8"
Tabs
/ 4" (19 mm) 1" (25 mm)
Profile View
Please specify Loose or Tight Clinch
Weight (Lbs. per Square Foot) 14 gauge
12 gauge
Bar De Depth
Lance Type
Without Lance
Lance Type
Without Lance
3 / 4 "
2.95
2.77
4.13
3.88
1"
4.00
3.82
5.60
5.35
Perspective View
Perforated HexGrid Perforated Characteristics
Top View V iew
Perforated Hexgrid includes a rectangular perforation Perforated in the center of each bar. bar. Alternating rows are joined together by a flared t ab system that extends through the perforated top and bends outward in order to secure each row.
Tabs
HexGrid Technical Technical Data Gauge:
14 gauge 12 gauge
Panel Size:
36" (915 mm) wide 120" (3048 mm) long
Thickness:
3
Hexagonal Cells:
1 3 / 4 " to 1 7 / 8 "
/ 4 " (19 mm) 1" (25 mm)
Profile View
Please specify Loose or Tight Clinch
Weight (Lbs. per Square Foot) 14 gauge
12 gauge
Bar De Depth
Lance Type
Without Lance
Lance Type
Without Lance
3 / 4 "
2.95
2.77
4.13
3.88
1"
4.00
3.82
5.60
5.35
Perspective View All American Grating
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84
Mebac®
Ladder Rungs
Mebac Ladder Rungs & Covers ®
In the patented Mebac ® process, Aluminum Oxide Grit is bonded to a metal base with molten metal. The The metal and abrasive grit composite provides a non-sparking, non-corrosiv non-corrosive e surface that provide greater slip resistance under slippery conditions. Mebac ® surface withstands: oil, gasoline and other chemicals (including alcohol). In addition, the surface has no odor or toxic fumes when subjected to high temperature temperatures. s.
1/16" to 3/16" c a b e M e s a b l a t e M ®
®
Mebac Close-up View
Features: • Brings existing ladders up to current slip resistant standards • Easy to install • Superior slip resistance under wet or dry conditions • Low maintenance • Economical • Versatile • Readily available
Mebac® Surface
Mebac® Soild Profile View
Mebac® Cover Profile View
Solid Rungs (Also available in Stainless Steel with Aluminum EZ-Weld® Surface) Material Type
Mebac Type
Type
Thickness
Piece Size
Weight Lbs. per L.F.
Carbon Steel (Mill Finish)
Steel #1
Soild Rung
3 / 4" square
10'- 0"
1.97
Carbon Steel (Mill Finish)
Steel #1
Soild Rung
1" square
10'- 0"
3.48
Aluminum
Aluminum #1
Soild Rung
3 / 4" square
12'- 0"
.68
Aluminum
Aluminum #1
Solid Rung
1" square
12'- 0"
1.2
Rungs Covers (Also available in Stainless Steel with Aluminum EZ-Weld® Surface) Material Type
Mebac Type
Type
Fits Over
Pre-Galvanized Carbon Steel
Aluminum #1
3 / 4" Rung Covers
Pre-Galvanized Carbon Steel
Aluminum #1
1" Rung Covers
®
Gauge
Piece Size
Weight Lbs. per L.F.
16
10'-0"
.38
16
10'-0"
.401
3 / 4" Rounds or Squares 1" Rounds or Squares
®
Mebac #1
EZ–Weld
The most aggressive surface available. #24 Aluminum Oxide Grit i s encapsulated in a metal arc spray spray.. This This grade is available in a choice of Carbon Steel or Aluminum Arc Spray.
The least aggressive surface applied to Aluminum and Stainless Steel; contains no encapsulated grit. Aluminum Arc Spray only.
Carbon Steel on Carbon Steel only. Aluminum on Carbon Steel or Aluminum Substrate.
Designed for moderate foot traffic where aesthetics are a consideration. Applied to solid plate surfaces and bar grating.
Ideal for heavy traffic areas as well as area where liquids are present (oils, cutting fluids, coolant, etc.). Applied to soild plate surfaces only, only, not for use on grating.
All American Grating
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•
®
Mebac #2, 3 and 4 available
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85
TRACTION TREAD Ladder Rungs TM
TRACTION TREAD Ladder Rungs TM
3 / 8 " Diameter
3 / 16 "
1 / 8 " Diameter Hole
"
2 3 / 3
2 Hole Illustration
Dimple Profile
1 1 / 4"
1 / 8 " Radius
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Galvanized
1 1 / 2 "
13
48 3 / 4 " or 60"
1.2
TT-213-LR
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Aluminum
1 1 / 2 "
.125
48 3 / 4 " or 60"
0.6
TT-2.125-LR-A
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
HRP&O
1 1 / 2 "
13
48 3 / 4 " or 60"
1.2
TT-213-LR-B
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Galvanized
1 1 / 8 "
13
48 3 / 4 " or 60"
1.1
TT-313-LR
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Aluminum
1 1 / 8 "
.125
48 3 / 4 " or 60"
0.5
TT-3.125-LR-A
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
HRP&O
1 1 / 8 "
13
48 3 / 4 " or 60"
1.1
TT-313-LR-B
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Galvanized
1 1 / 2 "
13
48 3 / 4 " or 60"
1.5
TT-413-LR
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
Aluminum
1 1 / 2 "
.125
48 3 / 4 " or 60"
0.7
TT-4.125-LR-A
Type
Rung Height
Gauge
Lengths Size
Weight Per L.F.
Part Number
HRP&O
1 1 / 2 "
13
48 3 / 4 " or 60"
1.5
TT-413-LR-B
3 / 32 32" 11 / 16"
1 1 / 2"
2 Hole Ladder Rung
1 5 / 8" 13 / 16"
13 / 16"
3 / 32 32" 45°
1 1 / 8" 1 / 2" Inside Radius
3 Hole Ladder Rung
4" 2 1 / 4" 13 / 16"
5 / 8" 8"
13 / 16" 3 / 32 32"
45°
1 1 / 2" 1 / 2" Inside Radius
4 Hole Ladder Rung
HRP&O = Hot Rolled, Pickled & Oiled
All American Grating
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86
GRIP STRUT®
Ladder Rungs ®
Grip Strut Strut Ladder Rungs GRIP STRUT® Ladder Rungs contain diamond shaped openings (11 / / 16 16"" x 17 / 8 ") edged with serrated teeth meant for an aggressive surface. Recommended surfaces are ideally suited for all inside and outside conditions—greas conditions—grease, e, snow, mud, ice, detergent, etc.
1 1/8"
Features: • Extreme slip resistance • Easy to install • Self cleaning/draining • Versatil Versatile e • Long life • High load capacity • Safe, sure footing • Openings catch most falling items
Grip Strut® Ladder Rungs Profile View 1 Diamond Standard
1/2"
" 6 1 / 3
" 2 / 1 2
1
1
Vi ew Grip Strut® Ladder Rungs Top View 1 Diamond Standard
1 Diamond Standard Finish Type Galvanized Galva nized Steel Stee l Galvanized: A653/A653M
HRP&O Mill Finish: A1011 H.R.P. & O.
Gauge
Rung Width
Rung Height
Part Number
Lengths
Weight Lbs. per L.F.
14
1 2 / 2"
1 1 / 8"
11014
10'-0" 12'-0"
1.2
14
1 2" 2 /
1 8" 1 /
11014-B
10'-0" 12'-0"
1.2
1 Diamond Reverse (no illustration shown) Finish Type Galvanized Steel Galvanized: A653/A653M
All American Grating
Gauge
Rung Width
Rung Height
Part Number
Lengths
Weight Lbs. per L.F.
14
5 8" 1 /
5 8" 1 /
11514-R
10'-0" 12'-0"
1.2
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87
TRACTION TREADTM Planks 3 / 8 " Diameter
TRACTION TREAD Planks TM
3 / 16 "
1 / 8 " Diameter Hole
"
2 3 / 3
Dimple Profile
1 / 8 " Radius
9 Hole Illustration Material
Width
Galvanized or HRP&O
Gauge 13 ga.
7"
Galvanized: A653/A653M Mill Finish: A1011 H.R.P. & O.
11 ga.
Channel Height
Part Number
Lbs. Per L.F.
1 1 / 2 "
TT-71513
3.40
2"
TT-72013
3.71
1 1 / 2 "
TT-71511
4.72
2"
TT-72011
5.15
Material
Width
Gauge
Channel Height
Part Number
Lbs. Per L.F.
Aluminum 5052-H32
7"
.125
2"
TT-720.125-A
1.80
Material
Width
Gauge
Channel Height
Part Number
Lbs. Per L.F.
1 1 / 2 "
TT-101513
4.32
2"
TT-102013
4.63
1 1 / 2 "
TT-101511
6.01
2"
TT-102011
6.44
Galvanized or HRP&O
13 ga.
10"
Galvanized: A653/A653M Mill Finish: A1011 H.R.P. & O
11 ga.
Material
Width
Gauge
Channel Height
Part Number
Lbs. Per L.F.
Aluminum 5052-H32
10"
.125
2"
TT-1020.125-A
2.22
Material
Width
Gauge
Channel Height
Part Number
Lbs. Per L.F.
1 1 / 2 "
TT-121513
4.93
2"
TT-122013
5.24
1 1 / 2 "
TT-121511
6.90
2"
TT-122011
7.30
Galvanized or HRP&O
13 ga.
12"
Galvanized: A653/A653M Mill Finish: A1011 H.R.P.& O
11 ga.
Material
Width
Gauge
Channel Height
Part Number
Lbs. Per L.F.
Aluminum 5052-H32
12"
.125
2"
TT-1220.125-A
2.52
Plank Dimensions A
7", 10" and 12" Widths (nominal) 10'-0" or 12'-0" Lengths (nominal) 1 1 / 2 " or 2" Galvanzied Galvanzied & HRP&O 2" Aluminum
C Spaces @ 5 / / 88 " Each
B
HRP&O = Hot Rolled Pickled & Oiled
d e z i n a v m u l a i n G " m u 2 l r A o " " 2 2
90° ± 1°
1 1 / 4 "
/
1
1
C
Number of Dimples
15
8
9
9 7 / 8 "
7
13
14
11 7 / 8 "
15
16
17
Product
A
7" Wide
6 7 / 8 "
10" Wide 12" Wide
B / 16 16" / 8 " / 16 16"
13 16" / 16 /
All American Grating
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88
TRACTION TREAD Sheets/Flooring TM
3 / 8 " Diameter
TM
TRACTION TREAD Sheets/Flooring TRACTION TREADTM Sheets/Flooring, Planks and Ladder Rungs feature a surface with hundreds of perforated buttons that provide slip-resistance in all directions making it a practical choice for industrial applications. TRACTION TREADTM is also appropriate for commercial applications where pedestrian traffic is a consideration, perfectly suited for ADA-comp ADA-compliant liant requirements. TRACTION TREADTM is easily adapted for a multitude of applications, offering a safe walking-working surface for walkways, ramps, stair treads and equipment platforms. TRACTION TREADTM is ideal for the manufacture of special and fabricated products, and is often used as a reconditioning material over existing surfaces that do not provide slip-resistance.
1 / 8 " Diameter Hole
"
2 3 / 3
Dimple Profile
1 / 8 " Radius
11 / 4"
5 / 8" 5 / 8"
3 / 16 16"
5 / 8"
Standard Pattern
Material Option O ptions s Hot rolled, pickled and oiled carbon steel:
"
8 / 5
Gauge
Part Number
Lbs. Per Sheet
16 ga
T T- 3616
70.6
14 ga.
T T- 3614
93.6
13 ga.
T T- 3613
112.3
12 ga.
T T- 3612
131.0
11 ga.
T T- 3611
149.8
Also available in Galvanized Aluminum alloy 5052-H32:
Gauge
Part Number
Lbs. Per Sheet
.125 ga.
T T- 36.125A
53.3
Sheet Size • Standard 36" x 120" • Cut to Order
TRACTION TREADTM is available as shown above as a standard product, however, variations to the surface design can be produced according to your requirement. ( see see examples illustrated below )
Pattern A All American Grating
Pattern B 1-800-962-9692
Pattern C
Drainage Holes
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89
GRIP STRUT®
Stairr Treads Stai Treads
Standard Stand ard Stair Tread Tread 5 /16"
1 3 / 4" x 7 / 1166" slot
7 /16" hole Ø
C B
27 / 32"
D
A
Tolerance on overall lengths to be + 0", – 1/8" Dimensions A, B, C, & D have a tolerance of ± 1/16"
Steel, Aluminum and Stainless Steel
Stair Tread with Cast Aluminum Alumin um Abrasive Nosing N osing 1 1 / 4 "
1 / 4" x 1" self-tapping
countersunk screw 5 /16"
1 3 / 4" x 7 / 1166" slot
C B 7 /16" hole Ø
27 /32"
D A
Tolerance on overall lengths to be + 0", – 1/8" Dimensions Dimension s A, B, C, & D have a tolerance of ± 1/16"
Steel, Aluminum and Stainless Steel
Stair Treads with Cast Aluminum Abrasive Nosings
Standard Stair Treads Treads A
B
3
1
4 / 4 " (2–Diamond)
1 / 2 " 2" 1
7" (3–Diamond)
1 / 2 "
9 / 2 " (4–Diamond)
1
1 / 2 "
3
1 / 2 "
11 / 4 " (5–Diamond)
2" 1
2" 1
2"
C
D
A
B
C
D
/ 4 "
5
2 / 8 "
––
––
––
––
1"
5
––
––
––
––
1
1
3
3
2 / 8 " 3
/ 4 "
3 / 8 "
1"
3 / 8 "
3
3 7
/ 4 "
5 / 8 "
1"
5 / 8 "
3
7
8 / 8 " (3–Diamond)
1 / 2 "
10 / 2 " (4–Diamond)
1
1 / 2 "
2" 1
3
1
/ 4 "
4 / 2 "
1"
4 / 2 "
3
1 7
/ 4 "
6 / 8 "
2"
1"
6 / 8 "
7
/ 4 "
8 / 8 "
1
––
––
––
––
1"
1
––
––
––
––
8 / 8 "
Stainless Steel not available in 2 and 3 - Diamond widths
All American Grating
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90
GRIP STRUT®
Stairr Treads Stai Treads 3-Diamond
4-Diamond
5-Diamond
4 3 / 4 " Width
7" Width
9 1 / 2 " Width
11 3 / 4 " Width
Steel 14 ga.
Steel Span
2-Diamond
Steel 12 ga.
Steel 14 ga.
Steel 12 ga.
Steel 14 ga.
Steel 14 ga.
Steel 12 ga.
Channel Depth (Inches)
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
1 1 / 2 "
1191
472
1576
624
761
443
1006
587
549
435
750
595
434
425
575
563
2"
1978
783
2513
995
1262
737
1604
936
911
604
1158
917
721
573
916
897
1 1 / 2 "
764
378
1011
500
488
356
645
470
353
349
481
476
278
342
369
452
2"
1268
611
1611
797
810
590
1029
750
584
578
742
734
463
566
587
719
1 1 / 2 "
532
315
703
418
340
300
450
393
245
300
335
398
194
300
258
378
2"
882
524
1121
665
563
492
716
626
407
483
517
614
322
473
409
601
2"
498
394
633
501
318
372
404
472
230
364
292
463
182
356
232
454
2'- 0"
2'- 6"
3'- 0" 4'- 0"
U – Uniform Load (Lbs. per square foot) C – Concentrated Load (Lbs.)
Intermediate Interme diate stringer is recommended for spans over 4'-0"
2-Diamond
Material
3-Diamond
4-Diamond
4-Diamond
Gauge/Type
Span
Steel 12 ga.
Aluminum Aluminum Aluminum Aluminum Aluminum Aluminum .080" .100" .080" .100" .080" .100" Channel 12 ga. 10 ga. 12 ga. 10 ga. 12 ga. 10 ga. Depth U C U C U C U C U C U C (inches)
Stainless 304 16 ga.
5-Diamond
Stainless 316L 16 ga.
5-Diamond
Aluminum Aluminum .080" .100" 12 ga. 10 ga.
Stainless 304 16 ga.
Stainless 316L 16 ga.
U
C
U
C
U
C
U
C
U
C
U
C
2'- 0"
2"
1328 526 1862 737
862
503
1208 705
607
481
867
687
610
483
525
416
396
388
607
595
394
386
338
331
2'- 6"
2"
850
420
1191
590
551
402
773
564
388
392
555
550
390
387
336
336
253
388
388
540
252
381
216
330
3'- 0"
2"
590
350
827
491
383
335
537
470
270
327
385
458
271
323
233
279
176
321
270
450
175
319
150
275
4'- 0"
2"
332
263
465
369
215
252
302
353
152
245
216
344
152
244
131
210
99
241
151
338
98
241
84
221
U - Uniform Load (Lbs. per square foot) C - Concentrated Load (Lbs.)
Intermediate Inter mediate stringer is recommended for spans over 4'-0"
Standard Sizes and Recommended Spans Span (inches)
Up to 30"
30" to 36"
Gauge
14 ga.
14 ga.
Channel Depth (inches) 1
1 / 2 "
1
1 / 2 "
Steel 36" to 42"
14 ga.
1
1 / 2 "
Part Number
Up to 30"
Stainless Steel Up to 36"
Up to 42"
14 ga.
Type 316L 16 ga. Type 304 16 ga.
.080" 12 ga.
2"
2-Diamond – 4 / 4 "
T–31514
3-Diamond – 7 "
2"
2"
Aluminum Up to 48"
.100" 10 ga.
2"
1
T–41514
4-Diamond – 9 / 2 "
T–51514
5-Diamond – 11 / 4 "
3
3
T–21514
2-Diamond – 4 / 4 "
T–31514
3-Diamond – 7 " 1
T–41514
4-Diamond – 9 / 2 "
T–51514
5-Diamond – 11 / 4 "
3
3
T–21514
2-Diamond – 4 / 4 "
T–31514
3-Diamond – 7 "
Part Number
Size (inches)
––
––
T-31514-N
3-Diamond – 8 / 8 "
T-41514-N
4-Diamond – 10 / 2 "
––
––
––
––
1
1
1
T-31514-N
3-Diamond – 8 / 2 "
T-41514-N
4-Diamond – 10 / 2 "
––
––
––
––
T-31514-N
3- Diamond Diamond – 8 / 8 "
1
1
1
T-41514-N
4-Diamond – 10 / 2 "
3
––
––
––
––
4-Diamond – 9 / 2 "
T–51514
5-Diamond – 11 / 4 "
T–22014
2-Diamond – 4 / 4 "
T–32014
3-Diamond – 7 "
3
1
T–42014
4-Diamond – 9 / 2 "
T–52014
5-Diamond – 11 / 4 "
T–42016–SL
2"
3
T–21514
T–41514
42" to 48"
Size (inches)
3
1
4-Diamond – 9 / 2 " 3
T–52016–SL
5-Diamond – 11 / 4 "
T–42016–S
4-Diamond – 9 / 2 "
1
3
T–52016–S
5-Diamond – 11 / 4 "
T–22012–A
2-Diamond – 4 / 4 "
T–32012–A
3-Diamond– 7"
3
1
1
T-32014-N
3-Diamond – 8 / 8 "
T-42014-N
4-Diamond – 10 / 2 "
––
––
––
––
––
––
––
––
––
––
––
––
1
1
T-32012-A-N
3-Diamond – 8 / 8 "
1
T-42012-A-N
4-Diamond – 10 / 2 "
3
––
––
3
––
––
T–42012–A
4-Diamond– 9 / 2 "
T–52012–A
5-Diamond–11 / 4 "
T–22010–A
2-Diamond – 4 / 4 "
T–32010–A
3-Diamond– 7"
1
1
T-32010-A-N
3-Diamond – 8 / 8 "
1
T-42010-A-N
4-Diamond – 10 / 2 "
3
––
––
T–42010–A
4-Diamond – 9 / 2 "
T–52010–A
5-Diamond– 11 / 4 "
Standard Stair Treads Treads
1
Stair Tr Treads eads with Cast Aluminum Abrasive Nosings
Recommendations are based on approximately minimum loads of 300 lb. concentrated; 100 lb. uniform. Specific performance criteria may vary by municipality/building code body and should be locally checked prior to finalizing specifications.
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91
GRIP STRUT® Light Duty
2-Diamond Plank – 4 3 / 4" Width
5 / 16 16" 5 / 8" 90° ± 2 1 / 2°
1 1 / 2", 2", or 2 1 / 2" 16" Depth ± 1 / 16
GRIP STRUT® Profile View
7 / 8" ± 1 / 8"
1 1 / 8"
11
/ 16 16"
9
/ 16 16" 11
/ 16 16"
1 7 / 8"
9
/ 32 32"
1 7 / 8"
7
/ 16 16"
9
/ 32 32"
4 3 / 4" ± 1 / 16 16" GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot.
Material Gauge . O & . P . R . H 1 1 0 1 A : h s i n i F l Steel l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
1
1 / 2 "
2"
1
2 / 2 "
1
1 / 2 "
2"
2.3
2.6
21514
22014
2.8
3.2
3.6
22514
21512
22012
12 ga.
1
2 / 2 "
Maximum Safe Clear Span
Weight Part Lbs./L.F. Number
14 ga.
. O & . P . R . H 1 1 0 1 A : h s i n i F l Steel l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Depth (inches)
4.0
22512
2'-0"
2'-6"
3'-0"
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
8'-0"
U
1324
849
591
435
334
265
215
179
151
D
0.06
0.10
0.14
0.20
0.26
0.32
0.40
0.49
0.58
C
524
420
351
301
265
236
213
195
179
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.47
U
2198
1409
980
721
553
438
356
295
D
0.06
0.09
0.13
0.17
0.23
0.29
0.35
C
870
697
582
499
438
390
D
0.04
0.07
0.10
0.14
0.18
U
2522
1616
1124
827
D
0.04
0.06
0.08
C
998
800
D
0.03
U
9'-0" 10'-0" 11'-0" 12'-0"
248
212
184
161
142
113
93
0.43
0.51
0.60
0.70
0.81
0.92
1.18
1.47
352
321
295
273
255
239
225
201
183
0.23
0.28
0.34
0.41
0.48
0.56
0.65
0.74
0.94
1.18
634
502
408
338
285
244
211
184
163
130
106
88
75
0.11
0.14
0.18
0.23
0.27
0.33
0.38
0.45
0.51
0.59
0.75
0.94
1.14
1.38
667
573
502
447
404
368
338
313
292
273
257
231
210
193
178
0.04
0.06
0.09
0.11
0.15
0.18
0.22
0.26
0.31
0.36
0.41
0.47
0.60
0.75
0.92
1.10
1751
1123
782
576
443
351
286
237
200
172
149
131
116
D
0.07
0.11
0.15
0.21
0.27
0.35
0.43
0.52
0.62
0.74
0.86
0.99
1.14
C
693
556
464
399
350
313
283
258
238
221
206
194
183
D
0.05
0.08
0.12
0.17
0.22
0.28
0.34
0.42
0.50
0.59
0.69
0.79
0.91
U
2792
1790
1245
917
703
557
453
375
317
271
235
205
181
145
119
99
85
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.46
0.55
0.64
0.73
0.84
1.07
1.34
1.64
1.98
C
1105
886
739
635
557
496
448
409
376
348
325
305
287
258
235
216
201
D
0.04
0.06
0.09
0.12
0.16
0.21
0.26
0.31
0.37
0.44
0.51
0.59
0.67
0.86
1.07
1.31
1.58
U
4179
2676
1860
1368
1049
830
673
557
469
400
346
302
266
211
172
143
121
D
0.04
0.06
0.09
0.13
0.17
0.21
0.26
0.32
0.38
0.44
0.51
0.59
0.67
0.86
1.07
1.30
1.55
C
1654
1324
1104
948
830
739
666
606
557
515
479
448
421
376
341
312
288
D
0.03
0.05
0.07
0.10
0.13
0.17
0.21
0.25
0.30
0.35
0.41
0.47
0.54
0.69
0.85
1.04
1.24
Fastening Solutions Solu tions Available Available See page 117 All American Grating
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92
2-Diamond Plank – 4 3 / 4" Width
GRIP STRUT® Light Duty
Strut Loading Material Gauge
Engineering Engineerin g Data
Type Loading
Load
Deflection (inches)
Steel
U
6268
0.10
14 ga.
Cs
1240
0.08
Steel
U
8619
0.10
12 ga.
Cs
1705
0.08
Aluminum
U
4677
0.12
12 ga. .080"
Cs
925
0.10
Aluminum
U
5847
0.12
10 ga. .100"
Cs
1157
0.10
Material Gauge
Channel Depth (inches)
Sx inch3
Ix inch4
EI lb. x in2
1 1 / 2"
0.174
0.102
2.96 x 106
2"
0.27
0.193
5.60 x 106
2 1 / 2"
0.307
0.335
9.71 x 106
1 1 / 2"
0.216
0.125
3.62 x 106
2"
0.342
0.264
7.66 x 106
2 1 / 2"
0.504
0.488
14.09 x 106
1 1 / 2"
0.171
0.137
1.40 x 106
2"
0.251
0.246
2.51 x 106
2 1 / 2"
0.379
0.441
4.50 x 106
1 1 / 2"
0.196
0.156
1.59 x 106
2"
0.352
0.309
3.15 x 106
2 1 / 2"
0.456
0.544
5.55 x 106
Steel 14 ga.
Steel 12 ga.
Aluminum 12 ga. .080"
U = Allowable Uniform Load (Lbs. per square foot) Cs = Allowa Allowable ble Concentrated Load Load per foot of length at mid-width
Aluminum 10 ga. .100"
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot.
Material Gauge
2'-0"
2'-6"
3'-0"
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
U
998
639
443
326
248
196
159
131
110
94
D
0.10
0.15
0.22
0.31
0.40
0.51
0.63
0.76
0.90
1.08
C
395
316
263
226
197
175
157
143
131
121
D
0.08
0.12
0.18
0.25
0.32
0.41
0.50
0.61
0.73
0.85
U
1463
937
650
478
366
289
234
194
162
138
119
D
0.08
0.13
0.18
0.25
0.33
0.42
0.52
0.63
0.74
0.87
1.02
C
579
463
386
331
290
257
232
211
192
177
165
D
0.06
0.10
0.15
0.20
0.27
0.34
0.42
0.51
0.59
0.69
0.80
U
2199
1407
977
718
550
434
352
291
244
208
D
0.07
0.10
0.15
0.21
0.28
0.35
0.43
0.53
0.63
C
870
696
580
497
435
387
348
316
D
0.05
0.08
0.12
0.17
0.22
0.28
0.35
U
1136
727
505
371
284
224
D
0.09
0.15
0.22
0.30
0.39
C
450
360
300
257
Aluminum
D
0.07
0.12
0.17
Alloy
U
2049
1312
D
0.09
C
1
1 / 2"
2 Aluminum 3 H Alloy 2 5 0 5 12 ga.
2"
0.85
0.92
1
2 / 2"
1
1 / 2"
1.0
1.08
1.2
1
1.31
All American Grating
8'-0"
179
156
137
0.74
0.85
0.98
1.12
290
268
249
232
218
0.42
0.50
0.59
0.68
0.78
0.89
181
149
125
107
0.50
0.63
0.76
0.90
1.08
225
200
179
162
149
137
0.24
0.31
0.40
0.51
0.61
0.73
0.85
911
669
512
405
328
271
228
194
167
146
128
0.14
0.20
0.28
0.37
0.46
0.58
0.70
0.83
0.98
1.13
1.30
1.48
811
649
541
464
406
361
325
295
270
250
232
216
203
D
0.07
0.11
0.16
0.22
0.29
0.37
0.46
0.56
0.66
0.78
0.90
1.04
1.18
U
2820
1805
1253
921
705
557
451
373
313
267
230
201
176
D
0.07
0.11
0.16
0.22
0.28
0.36
0.45
0.54
0.64
0.76
0.88
1.01
1.15
C
1116
893
744
638
558
496
446
406
372
343
319
298
279
D
0.05
0.09
0.12
0.17
0.23
0.29
0.36
0.43
0.51
0.60
0.70
0.81
0.92
22512-A
21510-A
22010-A
.100"
2 / 2"
7'-6"
22012-A
10 ga. 2"
7'-0"
21512-A
.080"
2 3 H 2 5 0 5
Maximum Safe Clear Span
Channel Depth Weight Part (inches) Lbs./L.F. Number
22510-A
1-800-962-9692
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93
GRIP STRUT® Light Duty
3-Diamond Plank – 7" Width
5
/ 16 16" 5
/ 8"
90°± 2 1 / 2° 1 1 / 2, 2", 2 1 / 2" or 3" Depth ± 1 / 16 16"
7
/ 8 " ± 1 / 8 "
11
1 1 / 8 "
/ 16 16"
9
16" / 16 11
16" / 16
1
1 7 / 8 "
/ 4 "
1
1 7 / 8 "
1 7 / 8 "
/ 4 "
7
7
16" / 16
16" / 16
7" ± 1 / 16 16"
GRIP STRUT® Top View Vie w
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Stat Sele ction/Static ic Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Channel Material Depth Weight Part Load Gauge (inches) Lbs./L. Lbs ./L.F F. Number Type 2'-0"
3 '- 6 " 4 '- 0 " 4'- 6 "
5'-0"
5'-6"
6'-0"
6'- 6" 7'- 0" 0" 7'- 6" 8'- 0" 9'-0" 10'- 0" 0" 11'-0" 12 12'- 0" 0"
899
577
402
269
227
180
147
122
103
D
0.06
0.10
0.14
0.20
0.26
0.33
0.40
.49
.59
C
524
421
351
302
265
237
214
196
180
D
0.05
0.08
0.11
0.16
0.21
0.26
0.32
.39
.47
U
1492
957
665
490
376
298
242
201
169
145
125
110
97
77
63
D
0.06
0.09
0.13
0.17
0.23
0.29
0.35
.43
.51
0.61
0.71
0.81
0.93
1.19
1.49
C
871
697
582
500
439
391
353
322
296
275
256
240
226
203
185
D
0.04
0.07
0.10
0.14
0.18
0.23
0.28
0.34
0.41
0.48
0.56
0.65
0.74
0.95
1.19
U
1712
1097
763
562
431
342
277
230
194
166
144
126
111
89
73
61
52
D
0.04
0.06
0.08
0.11
0.14
0.18
0.23
.27
.33
0.39
0.45
0.52
0.59
0.76
0.94
1.16
1.40
C
999
800
668
574
503
448
405
369
340
315
293
275
259
233
212
195
181
D
0.03
0.04
0.06
0.09
0.11
0.15
0.18
0.22
0.26
0.31
0.36
0.41
0.47
0.61
0.76
0.93
1.12
U
1189
763
532
392
301
239
195
162
137
118
102
90
79
D
0.07
0.11
0.15
0.21
0.27
0.35
0.43
.52
.63
0.74
0.87
1.00
1.15
C
694
556
465
400
352
314
284
260
240
223
208
196
185
D
0.05
0.08
0.12
0.17
0.22
0.28
0.34
.42
.50
0.59
0.69
0.80
0.92
U
1896
1216
846
623
478
379
308
256
216
185
160
140
124
99
82
68
58
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
.39
.47
0.55
0.64
0.74
0.85
1.08
1.36
1.67
2.01
C
1106
886
740
636
558
498
450
410
378
350
327
307
289
260
238
219
203
Steel
D
0.04
0.06
0.09
0.12
0.16
0.21
0.26
0.31
0.37
0.44
0.51
0.59
0.68
0.87
1.09
1.33
1.61
12 ga.
U
2836
1817
1263
929
712
564
457
379
319
272
235
206
181
144
118
98
83
D
0.04
0.06
0.09
0.13
0.17
0.21
0.26
0.32
0.38
0.44
0.52
0.59
0.68
0.86
1.07
1.31
1.57
C
1654
1325
1105
948
831
740
667
608
558
516
481
450
423
378
343
314
290
D
0.03
0.05
0.07
0.10
0.13
0.17
0.21
0.25
0.30
0.35
0.41
0.47
0.54
0.69
0.86
1.05
1.25
U
3 587 2298 35
1597
1174
900
712
578
478
403
344
297
259
228
181
148
123
104
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.27
0.32
0.38
0.44
0.51
0.58
0.74
0.92
1.12
1.34
C
1868
1675
1397
1199
1050
935
843
767
705
652
606
567
533
476
431
395
364
D
0.03
0.04
0.06
0.09
0.11
0.14
0.18
0.22
0.26
0.30
0.35
0.41
0.46
0.59
0.73
0.89
1.07
1
. O & . M 3 P . 5 R 6 . Steel H A / 1 14 ga. 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
3'-0"
U 1 / 2 "
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M
Maximum Safe Clear Span 2 '- 6 "
2"
1
2 / 2 "
1
1 / 2 "
2"
1
2 / 2 "
3"
3.0
3.2
3.5
4.1
4.5
4.9
5.2
31514
32014
32514
31512
32012
32512
33012
Fastening Solutions Sol utions Available Available See page 117 All American Grating
1-800-962-9692
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94
GRIP STRUT® Light Duty
3-Diamond Plank – 7" Width
Strut Loading
Engineering Data
Material Gauge
Type Loading
Load
Deflection (inches)
Steel 14 ga.
U
3535
0.11
Cs
1031
0.09
U
6405
Cs
1868
Steel 12 ga. Aluminum 12 ga. .080" Aluminum 10 ga. .100"
Channel Depth (inches)
Sx in.3
Ix in.2
EI lb. x in 2
1 1 / 2 "
0.174
0.102
2.96 x 106
2"
0.270
0.193
5.60 x 106
0.11
2 1 / 2 "
0.307
0.335
9.71 x 106
0.09
1 1 / 2 "
0.216
0.125
3.62 x 106
2"
0.342
0.264
7.66 x 106
2 1 / 2 "
0.504
0.488
14.09 x 106
3"
0.625
0.722
20.94 x 106
1 1 / 2 "
0.171
0.137
1.40 x 106
2"
0.251
0.246
2.51 x 106
2 1 / 2 "
0.379
0.441
4.50 x 106
3"
0.464
0.602
6.14 x 106
1 1 / 2 "
0.196
0.156
1.59x106
2"
0.352
0.309
3.15 x 106
2 1 / 2 "
0.486
0.544
5.55 x 106
3"
0.627
0.911
9.29 x 106
U
2901
0.15
Cs
846
0.12
U
4488
0.16
Cs
1309
0.13
Material Gauge Steel 14 ga.
Steel 12 ga.
Aluminum 12 ga. .080"
U = Allowable Uniform Load (Lbs. per square foot) Cs = Allowable Concentrated Load per foot of length at mid-width
Aluminum 10 ga. .100"
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Material Gauge
Channel Depth Weight (inches) Lbs./L.F.
1
1 / 2 "
2"
2 3 H 2 5 0 5
1.15
31512-A
32012-A
Aluminum Alloy 12 ga. .080" 1
2 / 2 "
3"
1
1 / 2 "
2"
2 3 H 2 5 0 5
1.06
Part Number
Aluminum Alloy 5052 10 ga. .100"
1
2 / 2 "
3"
1.24
1.33
1.34
1.46
1.57
1.68
All American Grating
32512-A
33012-A
31510-A
32010-A
32510-A
33010-A
Maximum Safe Clear Span
Load Type
2'- 0"
2'- 6"
3'- 0"
3'- 6"
4'- 0"
4 '- 6 "
5 '- 0 "
U
667
443
301
221
168
133
108
D
0.10
0.15
0.22
0.31
0.40
0.51
0.63
C
395
316
263
226
197
175
157
D
0.08
0.12
0.18
0.25
0.32
0.41
0.50
U
993
636
441
324
248
196
D
0.08
0.13
0.18
0.25
0.33
C
579
463
386
331
D
0.06
0.10
0.15
U
1492
955
D
0.07
C
5'-6"
6'-0"
6'- 6"
7'- 0"
7'- 6"
8 '- 0 "
159
131
110
93
80
0.42
0.52
.63
.74
0.86
1.00
290
257
232
211
192
177
165
0.20
0.27
0.34
0.42
0.51
0.59
0.69
0.80
663
487
373
295
239
197
166
141
122
106
93
0.10
0.15
0.21
0.28
0.35
0.43
0.53
0.63
0.74
0.85
0.98
1.12
812
696
580
497
435
387
348
316
290
268
249
232
218
D
0.05
0.08
0.12
0.17
0.22
0.28
0.35
0.42
0.50
0.59
0.68
0.78
0.89
U
1833
1173
815
598
458
362
293
242
204
174
150
130
115
D
0.06
0.09
0.14
0.19
0.25
0.31
0.39
0.47
0.56
0.66
0.77
0.88
1.00
C
846
846
713
611
535
475
428
389
356
329
305
285
267
D
0.03
0.07
0.11
0.15
0.20
0.25
0.31
0.38
0.45
0.53
0.61
0.70
0.80
U
771
494
343
252
193
152
122
101
D
0.09
0.15
0.22
0.30
0.39
0.50
0.63
0.76
C
450
360
300
257
225
200
179
162
D
0.07
0.12
0.17
0.24
0.31
0.40
0.51
0.61
U
1391
890
618
454
348
275
223
184
155
132
114
99
87
D
0.09
0.14
0.20
0.28
0.37
0.46
0.58
0.70
0.83
0.98
1.13
1.30
1.48
C
811
649
541
464
406
361
325
295
270
250
232
216
203
D
0.07
0.11
0.16
0.22
0.29
0.37
0.46
.56
.66
0.78
0.90
1.04
1.18
U
1913
1225
850
625
478
378
306
253
213
181
156
136
120
D
0.07
0.11
0.16
0.22
0.28
0.36
0.45
.54
.64
0.76
0.88
1.01
1.15
C
1116
893
744
638
558
496
446
406
372
343
319
298
279
D
0.05
0.09
0.12
0.17
0.23
0.29
0.36
.43
.51
0.60
0.70
0.81
0.92
U
2470
1581
1098
807
618
488
395
327
274 27 4
234
202
176
154
D
0.05
0.08
0.12
0.17
0.22
0.28
0.34
.42
.50
0.59
0.68
0.78
0.89
C
1309
1153
961
823
720
640
576
524
480
443
412
384
360
D
0.04
0.06
0.10
0.13
0.17
0.22
0.27
.33
.40
0.47
0.54
0.62
0.71
1-800-962-9692
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95
4-Diamond Plank – 9 1 / 2 " Width: also in Stainless Steel
GRIP STRUT® Light Duty
5
16" / 16
5
/ 8"
90°± 2 1 / 2° 1 1 / 2", 2", 2 1 / 2" or 3" 16" Depth ± 1 / 16
GRIP STRUT® Profile View
7
/ 8" ± 1 / 8"
1 1 / 8 "
11
16" / 16
9
/ 16 16" 11
16" / 16
11
32" / 32
1 7 / 8 "
7
1 7 / 8 "
7
/ 16 16"
/ 16 16"
9 1 / 2 " ± 1 / 16 16"
GRIP STRUT® Top View Vi ew
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Stat Sele ction/Static ic Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Channel Material Depth Weight Part Load Gauge (inches) Lbs./L.F. Number Type
1
. O & . M 3 P . 5 R 6 . H A / 1 Steel 3 1 5 0 14 ga. 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
1 / 2 "
2"
1
2 / 2 "
1
1 / 2 "
. O Steel & 12 ga. . M 3 P . 5 R 6 . H A / 3 1 5 1 6 0 1 A A : : d h e s z i i n n i a F v l l l a i G M
2"
1
2 / 2 "
3"
3.6
3.8
4.1
5.0
5.4
5.7
6.1
41514
42014
42514
41512
42012
42512
43012
Maximum Safe Clear Span 2'-0"
2'- 6" 6"
3'-0" 3'- 6" 6"
4'- 0" 0"
4'- 6" 6"
5'- 0" 0"
5'-6" 6'- 0" 0"
U
663
426
296
219
168
134
109
90
77
D
0.06
0.10
0.14
0.20
0.26
0.33
0.41
0.50
0.59
6'- 6" 6"
7'- 0" 0"
7'- 6" 6" 8'- 0" 0"
9'-0" 10'- 0" 0" 11'- 0" 0" 12'- 0" 0"
C
525
421
352
303
266
238
215
197
182
D
0.05
0.08
0.11
0.16
0.21
0.26
0.33
0.40
0.47
U
1100
705
491
362
278
220
179
148
125
107
93
81
72
58
47
D
0.06
0.09
0.13
0.17
0.23
0.29
0.36
0.43
0.52
0.61
0.71
0.82
0.94
1.20
1.51
C
730
698
583
501
440
392
354
323
298
276
258
242
228
205
187
D
0.04
0.07
0.10
0.14
0.18
0.23
0.28
0.35
0.41
0.49
0.57
0.66
0.75
0.96
1.20
U
1262
809
563
415
318
252
205
170
144
123
106
93
82
66
54
45
D
0.04
0.06
0.08
0.11
0.14
0.18
0.23
0.28
0.33
0.39
0.45
0.52
0.60
0.76
0.95
1.17
C
730
730
669
574
504
449
406
370
341
316
295
277
261
235
214
197
D
0.02
0.04
0.06
0.09
0.12
0.15
0.18
0.22
0.26
0.31
0.36
0.42
0.48
0.61
0.76
0.94
U
906
581
405
298
229
182
148
123
104
89
77
67
60
D
0.07
0.11
0.16
0.21
0.28
0.36
0.44
0.54
0.64
0.76
0.89
1.02
1.17
C
718
575
481
413
363
324
292
267
246
228
213
200
189
D
0.06
0.09
0.13
0.17
0.23
0.29
0.35
0.43
0.52
0.61
0.71
0.82
0.94
U
1398
896
624
460
353
280
228
189
160
137
119
104
92
74
61
51
43
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.47
0.55
0.65
0.75
0.85
1.10
1.38
1.69
2.03
C
1107
887
741
637
559
499
451
412
380
353
329
309
292
264
241
222
206
D
0.04
0.06
0.09
0.12
0.16
0.21
0.26
0.31
0.37
0.44
0.52
0.60
0.68
0.88
1.10
1.35
1.63
U
2090 1 339
931
685
525
416
338
280
236
201
174
152
134
107
87
73
62
D
0.04
0.06
0.09
0.13
0.17
0.21
0.26
0.32
0.38
0.44
0.52
0.60
0.68
0.87
1.08
1.32
1.58
C
1400
1325
1106
949
832
741
668
609
559
518
482
452
425
380
345
316
293
D
0.03
0.05
0.07
0.10
0.13
0.17
0.21
0.25
0.30
0.36
0.41
0.48
0.54
0.69
0.86
1.05
1.27
U
2644
1694
1177
866
664
525
426
353
297
254
219
192
169
134
110
91
77
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.27
0.32
0.38
0.44
0.51
0.58
0.74
0.92
1.12
1.35
C
1400
1400
1398
1200
1051
936
844
769
706
653
608
569
535
478
434
397
367
D
0.02
0.04
0.06
0.09
0.11
0.15
0.18
0.22
0.26
0.31
0.35
0.41
0.47
0.59
0.74
0.90
1.08
Fastening Solutions Sol utions Available Available See page 117 All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
96
4-Diamond Plank – 9 1 / 2 " Width: also in Stainless Steel
GRIP STRUT® Light Duty
Engineering Data
Strut Loading Material Gauge Steel 14 ga.
Steel 12 ga. Aluminum 12 ga. .080" Aluminum 10 ga. .100" Stainless Steel 304 16 ga.
Sx
Ix
3
in.
in.
lb. x in.
1 / 2 "
0.174
0.102
2.96 x 10
2"
0.270
0.193
5.60 x 10
2 / 2 "
1
0.307
0.335
9.71 x 10
1 / 2 "
1
0.216
0.125
3.62 x 10
2"
0.342
0.264
7.66 x 10
2 / 2 "
0.504
0.488
14.09 x 10
3"
0.625
0.722
20.94 x 10
1 / 2 "
0.171
0.137
1.40 x 10
2"
0.251
0.246
2.51 x 10
2 / 2 "
0.379
0.441
4.50 x 10
0.19
3"
0.464
0.602
6.14 x 10
1243
0.20
1 / 2 "
0.196
0.156
1.59 x 10
492
0.16
2"
0.352
0.309
3.15 x 10
2 / 2 "
0.486
0.544
5.55 x 10
3"
0.627
0.911
9.29 x 10
2"
0.165
0.142
4.13x10
2"
0.165
0.142
4.13 x 10
Type Loading
Load
Deflection (inches)
U
1844
0.15
Cs
730
0.11
U
3537
0.14
Cs
1400
0.11
U
1435
0.19
Cs
568
0.15
U
2238
0.23
Cs
886
0.15
U
1450
0.29
Cs
574
U Cs
Material
Channel Depth
Gauge
(inches) 1
Steel 14 ga.
Steel 12 ga.
1
1
Aluminum 12 ga. .080"
1
1
Stainless Steel 316L 16 ga.
Aluminum 10 ga.
1
.100"
U = Allowa Allowable ble Uniform Load (Lbs. (Lbs. per square foot) Cs= Allowa Allowable ble Concentrated Load Load per foot of length at mid-width
EI 4
2 6 6 6 6
6 6 6
6 6 6
6
6 6 6 6
Stainless Steel 304
6
16-ga.
Stainless Steel 316L
6
16 ga.
10'-0" & 12'-0" Lengths
Product Selection/Static Load Tables
Call For Special Length Runs
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Channel Material/ Depth Weight Part Gauge (inches) Lbs./ L.F. Number
1
1 / 2 "
2 Aluminum 3 H Alloy 2 5 12 ga. 0 5 .080"
2"
1
2 / 2"
3"
1
1 / 2 "
2 Aluminum 3 H Alloy 2 5 10 ga. 0 5 .100"
2"
1
2 / 2 "
3"
L 6 1 3 T & 4 0 3 T
2"
1.2 8
1.37
1.4 6
1.55
1.6 2
1.74
1.8 5
1.97
3.2
4 15 1512- A
42012-A
4 25 25 12 12 -A -A
43012-A
4 15 15 10 10 -A -A
42010-A
4 25 25 10 10 -A -A
43010-A
42016-S T304
Stainless Steel 16 ga. 2"
3.2
42016-SL T316L
All American Grating
Maximum Safe Clear Span
Load Type
2'- 0"
2 '- 6 "
3'-0"
3'- 6"
4'- 0"
4'- 6"
U
499
319
222
163
124
98
D
0.10
0.15
0.22
0.31
0.40
0.51
C
395
316
263
226
197
175
D
0.08
0.12
0.18
0.25
0.32
0.41
5'- 0"
5'- 6"
6 '- 0 "
6'- 6"
7'- 0"
7 '- 6 "
8'- 0"
U
732
468
325
239
183
145
117
97
81
69
D
0.08
0.13
0.18
0.25
0.33
0.42
0.52
0.63
0.74
0.87
C
568
463
386
331
290
257
232
211
192
177
D
0.06
0.10
0.15
0.20
0.27
0.34
0.42
0.51
0.59
0.69
U
1099
704
489
359
275
217
176
145
122
104
90
78
69
D
0.07
0.10
0.15
0.21
0.28
0.35
0.43
0.53
0.63
0.74
0.85
0.98
1.12
C
568
568
568
497
435
387
348
316
290
268
249
232
218
D
0.03
0.07
0.12
0.17
0.22
0.28
0.35
0.42
0.50
0.59
0.68
0.78
0.89
U
1350
864
600
441
338
267
216
179
150
128
110
96
84
D
0.06
0.09
0.14
0.19
0.25
0.31
0.39
0.47
0.56
0.66
0.77
0.88
1.00
C
568
568
568
568
535
475
428
389
356
329
305
285
267
D
0.02
0.05
0.09
0.14
0.20
0.25
0.31
0.38
0.45
0.53
0.61
0.70
0.80
U
568
364
253
186
142
112
D
0.09
0.15
0.22
0.30
0.39
0.50
C
450
360
300
257
225
200
D
0.07
0.12
0.17
0.24
0.31
0.40
U
1025
656
455
335
256
202
164
136
114
97
84
73
64
D
0.09
0.14
0.20
0.28
0.37
0.46
0.58
0.70
0.83
0.98
1.13
1.30
1.48
C
811
649
541
464
406
361
325
295
270
250
232
216
203
D
0.07
0.11
0.16
0.22
0.29
0.37
0.46
0.56
0.66
0.78
0.90
1.04
1.18
U
1410
902
627
460
352
278
226
186
157
133
115
100
88
D
0.07
0.11
0.16
0.22
0.28
0.36
0.44
0.54
0.64
0.76
0.88
1.01
1.15
C
886
886
744
638
558
496
446
406
372
343
319
298
279
D
0.04
0.09
0.12
0.17
0.23
0.29
0.36
0.43
0.51
0.60
0.70
0.81
0.92
U
1820
1165
809
594
455
360
291
241
202
172
149
129
114
D
0.05
0.08
0.12
0.17
0.22
0.28
0.34
0.42
0.50
0.59
0.68
0.78
0.89
C
886
886
886
823
720
640
576
524
480
443
412
384
360
D
0.02
0.05
0.09
0.13
0.17
0.22
0.27
0.33
0.40
0.47
0.54
0.62
0.71
U
720
462
322
238
183
145
118
98
83
71
59
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.47
0.55
0.61
C
570
457
382
329
289
258
234
214
197
184
165
D
0.04
0.06
0.09
0.12
0.16
0.21
0.26
0.31
0.38
0.44
0.49
U
626
400
278
204
156
123
100
82
69
59
51
D
0.04
0.06
0.10
0.13
0.17
0.22
0.27
0.32
0.39
0.45
0.53
C
492
397
330
283
248
220
198
180
165
152
141
D
0.03
0.05
0.08
0.10
0.14
0.17
0.22
0.26
0.31
0.36
0.42
1-800-962-9692
•
www.aagrating.com
•
[email protected]
97
GRIP STRUT® Light Duty
5-Diamond Plank – 11 3 / 4 " Width
5
16" / 16
5
/ 8"
90°± 2 1 / 2°
1 1 / 2", 2", 2 1 / 2" or 3" 16" Depth ± 1 / 16
GRIP STRUT ® Profile View
7
/ 8" ± 1 / 8"
1 1 / 8 "
11
16" / 16
9
16" / 16 11
/ 16 16"
1 7 / 8 "
5
16" / 16
7
16" / 16
1 7 / 8 "
7
16" / 16
11 3 / 4" ± 1 / 16"
5
/ 16 16"
GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Stat Sele ction/Static ic Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Material Gauge
. O & . M 3 P . 5 R . 6 H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
Channel Depth Weight Part Load (inches) Lbs./ L.F. Number Type 2'- 0"
1
1 / 2 "
Steel 14 ga.
2"
1
2 / 2 "
1
1 / 2 "
. O & . M 3 P . 5 R . 6 H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
2"
4.2
4.4
4.7
5.9
6.2
51514
52014
52514
51512
52012
Maximum Safe Clear Span 2'- 6"
3'- 0" 0" 3'- 6" 6"
4'- 0" 0"
4 '- 6"
5'-0"
5'-6"
6'- 0" 6'- 6" 6" 7'- 0" 0" 7'- 6" 6"
U
536
344
240
177
136
108
88
74
62
D
0.06
0.10
0.14
0.20
0.26
0.33
0.41
0.50
0.60
C
525
422
353
304
267
239
216
198
183
D
0.05
0.08
0.12
0.16
0.21
0.26
0.33
0.40
0.48
8'- 0"
9'-0" 10'- 0" 0" 11 11'- 0" 0" 12'- 0"
U
890
571
397
293
225
178
145
120
102
87
76
66
59
47
D
0.06
0.09
0.13
0.17
0.23
0.29
0.36
0.43
0.52
0.61
0.71
0.83
0.95
1.21
C
707
699
584
502
440
393
355
324
299
277
259
243
230
207
D
0.04
0.07
0.10
0.14
0.18
0.23
0.29
0.35
0.42
0.49
0.57
0.66
0.76
0.97
U
1021
655
456
336
258
204
166
138
116
100
86
76
67
54
44
D
0.04
0.06
0.08
0.11
0.14
0.18
0.23
0.28
0.33
0.39
0.45
0.52
0.60
0.77
0.96
C
707
707
669
575
505
450
407
371
342
317
296
278
262
236
216
D
0.02
0.04
0.06
0.09
0.12
0.15
0.18
0.22
0.26
0.31
0.36
0.42
0.48
0.62
0.77
U
710
456
318
235
181
144
117
98
83
71
62
55
49
D
0.07
0.11
0.15
0.21
0.28
0.35
0.44
0.53
0.64
0.76
0.89
1.03
1.18
C
695
558
467
402
354
317
287
263
244
227
213
201
190
D
0.05
0.08
0.12
0.17
0.22
0.28
0.35
0.43
0.51
0.60
0.71
0.82
0.95
U
1131
725
505
372
286
227
185
154
130
111
97
85
75
60
50
42
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.47
0.56
0.65
0.75
0.86
1.11
1.39
1.70
C
1107
888
742
638
561
501
453
414
382
355
332
312
295
266
243
224
Steel
D
0.04
0.06
0.09
0.12
0.16
0.21
0.26
0.31
0.38
0.44
0.52
0.60
0.69
0.89
1.11
1.36
12 ga.
U
1691
1083
753
554
425
337
273
226
151
141
123
109
87
71
59
59
50
D
0.04
0.06
0.09
0.13
0.17
0.21
0.26
0.32
0.38
0.45
0.52
0.60
0.68
0.87
1.09
1.33
1.60
C
1115
1115
1106
950
833
742
669
610
561
519
484
453
426
382
347
319
295
D
0.02
0.04
0.07
0.10
0.13
0.17
0.21
0.25
0.30
0.36
0.41
0.48
0.55
0.70
0.87
1.06
1.28
U
2138
1370
952
701
537
425
345
286
241
206
178
155
137
109
89
74
63
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.27
0.32
0.38
0.44
0.51
0.58
0.74
0.93
1.13
1.36
1
2 / 2 "
3"
6.6
7.0
52512
53012
C
1115
1115
1115
1115
1052
937
845
770
707
654
609
570
537
480
436
399
369
D
0.02
0.03
0.05
0.08
0.11
0.15
0.18
0.22
0.26
0.31
0.36
0.41
0.47
0.60
0.74
0.90
1.09
Fastening Solutions Sol utions Available Available See page 117 All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
98
GRIP STRUT® Light Duty
3 4" Width 5-Diamond Plank –11 /
Engineering Data
Strut Loading
Sx
Lx
in.
3
in.
E 2 lb. x in.
1 / 2"
1
0.174
0.102
2.96 x 10
2"
0.270
0.193
5.60 x 10
2" 2 / 2"
1
0.307
0.335
9.71 x 10
1 / 2"
1
0.216
0.125
3.62 x 10
2"
0.342
0.264
7.66 x 10
2" 1 / 2"
1
0.504
0.488
14.09 x 10
0.20
3"
0.625
0.722
20.94 x 10
1458
0.27
1 / 2"
1
0.171
0.137
1.40 x 10
Cs
714
0.22
2"
0.251
0.246
2.51 x 10
1
U Cs
947
0.38
2 / 2"
0.379
0.441
4.50 x 10
464
0.31
3"
0.464
0.602
6.14 x 10
1 / 2"
1
0.196
0.156
1.59 x 10
2"
0.352
0.309
3.15 x 10
2 / 2"
1
0.486
0.544
5.55 x 10
3"
0.627
0.911
9.29 x 10
Stainless Steel T304 16 ga.
2"
0.165
0.142
4.13 x 10
Stainless Steel 316L 16 ga.
2"
0.165
0.142
4.13 x 10
Material Gauge
Type Loading
Steel
U
1444
0.18
14 ga.
Cs
707
0.15
Steel
U
2277
0.15
12 ga.
Cs
1115
0.12
Aluminum
U
951
0.24
12 ga. .080”
Cs
466
Aluminum
U
10 ga. .100”
Stainless Steel 304 16 ga.
Load Type
Material Gauge
Deflection (inches)
Stainless Steel
U
812
0.31
316L 16 ga.
Cs
398
0.25
Channel Depth (inches)
Steel 14 ga.
Steel 12 ga.
Aluminum 12 ga. .080"
Aluminum 10 ga. .100"
U = Allowable Uniform Load (Lbs. per square foot) Cs = Allowable Concentrated Load per foot of length at mid-width
2
6 6 6 6
6 6 6
6 6 6
6
6 6 6 6
6
6
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Stat Selec tion/Static ic Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot. Material Gauge
Channel Depth Weight Part Load (inches) Lbs./L.F. Number Type 2'- 0"
1
1 / 2 "
2 3 H 2 5 0 5
Aluminum Alloy
2"
1.59
51512-A
52012-A
12 ga. .080"
1
2 / 2 "
3"
1
1 / 2 "
Aluminum Alloy 2
3 H 2 5 0 5
1.49
2"
1.67
1.75
1.88
2.0
52512-A
53012-A
51510-A
52010-A
10 ga. .100"
1
2 / 2 "
3"
L 6 Stainless 1 3 Steel T & 16 ga. 4 0 3 T
2"
2"
2.11
2.22
3.7
3.7
52510-A
53010-A
52016-S T304
52016-SL T316L
All American Grating
Maximum Safe Clear Span 2'- 6" 6" 3'- 0" 0" 3'- 6" 6"
4'- 0" 0"
U
403
255
179
132
100
D
0.10
0.15
0.22
0.31
0.40
C
395
316
263
226
197
D
0.08
0.12
0.18
0.25
0.32
4'- 6"
5'-0"
5'- 6"
6'- 0" 6'- 6" 6" 7'- 0" 0"
7'- 6"
U
592
379
263
193
148
117
95
78
D
0.08
0.13
0.18
0.25
0.33
0.42
0.52
0.63
C
466
466
386
331
290
257
232
211
D
0.05
0.10
0.15
0.20
0.27
0.34
0.42
0.51
U
889
569
395
290
222
176 17 6
142
118
99
84
73
63
D
0.07
0.10
0.15
0.21
0.28
0.35
0.43
0.53
0.63
0.74
0.85
0.98
C
466
466
466
466
435
387
348
316
290
268
249
232
D
0.02
0.05
0.10
0.16
0.22
0.28
0.35
0.42
0.50
0.59
0.68
0.78
8'- 0" 0" 9'- 0" 0" 10'- 0" 11 11'- 0" 0" 12'- 0"
U
951
699
485
357
273
216
175
144
121
103
89
78
68
D
0.05
0.09
0.14
0.19
0.25
0.31
0.39
0.47
0.56
0.66
0.77
0.88
1.00
C
466
466
466
466
466
466
428
389
356
329
305
285
267
D
0.02
0.04
0.07
0.11
0.17
0.24
0.31
0.38
0.45
0.53
0.61
0.70
0.80
U
459
294
204
150
115
91
D
0.09
0.15
0.22
0.30
0.39
0.50
C
450
360
300
257
225
200
D
0.07
0.12
0.17
0.24
0.31
0.40
U
829
530
368
271
207
164
133
110
92
78
68
59
D
0.09
0.14
0.20
0.28
0.37
0.46
0.58
0.70
0.83
0.98
1.13
1.30
C
714
649
541
464
406
361
325
295
270
250
232
216
D
0.06
0.11
0.16
0.22
0.29
0.37
0.46
0.56
0.66
0.78
0.90
1.04
U
1140
730
507
372
285
225
182
151
127
105
93
81
71
D
0.07
0.11
0.16
0.22
0.28
0.36
0.45
0.54
0.64
0.76
0.88
1.01
1.15
C
714
714
714
638
558
496
446
406
372
343
319
298
279
D
0.03
0.07
0.12
0.17
0.23
0.29
0.36
0.43
0.51
0.60
0.70
0.81
0.92
U
1458
942
654
481
368
291
235
195
164
139
120
105
92
D
0.05
0.08
0.12
0.17
0.22
0.28
0.34
0.42
0.50
0.59
0.68
0.78
0.89
C
714
714
714
714
714
640
576
524
480
443
412
384
360
D
0.02
0.04
0.07
0.12
0.17
0.22
0.27
0.33
0.40
0.47
0.54
0.62
0.71
U
583
374
261
192
148
118
96
80
68
58
48
D
0.05
0.08
0.11
0.16
0.20
0.26
0.32
0.39
0.47
0.56
0.61
C
464
458
323
330
290
259
235
215
199
185
165
D
0.03
0.06
0.09
0.12
0.16
0.21
0.26
0.32
0.38
0.45
0.49
U
406
324
225
165
126
100
81
66
56
47
D
0.04
0.06
0.10
0.13
0.17
0.22
0.27
0.32
0.39
0.45
C
398
397
330
283
248
220
198
180
165
152
D
0.03
0.05
0.08
0.10
0.14
0.17
0.22
0.26
0.31
0.36
1-800-962-9692
•
www.aagrating.com
•
[email protected]
99
GRIP STRUT® Light Duty
8-Diamond Plank –18 3 / 4" Width
5
16" / 16 5
/ 8"
90° ± 2 1 / 2°
1 1 / 2 ", 2", 2 1 / 2 ", or 3" 16" Depth ± 1 / 16
7
/ 8" ± 1 / 8"
®
GRIP STRUT Profile View
1 1 / 8 " 9
16" / 16 11
16" / 16
11
32" / 32
1 7 / 8 "
7
16" / 16
11
1 7 / 8 "
7
/ 32 32"
16" / 16
18 3 / 4" ± 1 / 16 16"
GRIP STRUT® Top View Vi ew
10'-0" 10 '-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot.
Material Gauge
. O & . M 3 P . 5 R 6 . H A / 3 1 5 1 6 0 1 A A : : d h e s z i i n n i a F v l l l a i G M
Channel Depth Weight Part (inches) Lbs. Lbs./L.F. /L.F. Number
1
1 / 2 "
Steel 14 ga.
2"
1
2" 2 / 2"
1
2" 1 / 2"
. O & . M 3 P . 5 R 6 . H A / 3 1 5 1 6 0 1 A A : : d h e s z i i n n i a F v l l l a i G M
2"
6.1
6.3
6.6
8.5
8.9
81514
82014
82514
81512
82012
Steel 12 ga. 1
2" 2 / 2"
3"
9.2
9.6
82512
83012
Maximum Safe Clear Span 2'- 0"
2'- 6" 6" 3'- 0" 0" 3'- 6" 4'- 0"
4'- 6"
5 '- 0 "
5'- 6" 6"
6'- 0"
6'- 6"
7'- 0" 0"
7'- 6"
76
65
55
48
42
0.43
0.50
0.58
0.66
0.77
0.87
179
164
152
141
132
124
0.21
0.23
0.26
0.29
0.32
0.36
0.40
129
105
87
74
63
55
48
43
0.27
0.28
0.31
0.35
0.39
0.44
0.50
0.57
0.64
252
225
205
188
173
161
151
142
134
0.19
0.19
0.19
0.20
0.21
0.23
0.24
0.27
0.29
0.32
148
115
91
75
63
53
46
40
0.22
0.26
0.32
0.39
0.47
0.56
0.67
0.80
0.92
235
203
179
161
146
135
125
117
110
0.12
0.12
0.14
0.16
0.19
0.22
0.26
0.30
0.35
0.40
456
318
235
181
144
117
98
83
71
62
54
48
0.31
0.25
0.23
0.25
0.28
0.31
0.37
0.44
0.51
0.60
0.68
0.79
0.90
554
444
371
319
282
253
229
210
194
181
169
160
151
D
0.17
0.15
0.14
0.15
0.16
0.17
0.19
0.22
0.25
0.28
0.32
0.36
0.40
U
810
680
473
348
267
212
172
143
120
103’
89
78
69
55
45
D
0.33
0.31
0.27
0.26
0.27
0.29
0.32
0.37
0.42
0.49
0.55
0.63
0.72
0.90
1.12
C
800
663
553
475
416
371
334
307
282
262
244
229
216
194
177
D
0.23
0.20
0.18
0.18
0.18
0.18
0.19
0.21
0.23
0.25
0.28
0.31
0.34
0.41
0.50
U
810
810
598
440
337
267
217
180
152
130
112
98
87
69
57
47
40
D
0.32
0.35
0.30
0.27
0.26
0.28
0.31
0.34
0.39
0.43
0.49
0.56
0.62
0.78
0.96
1.17
1.40
C
800
800
699
600
526
468
422
385
353
327
307
288
271
243
221
203
189
D
0.22
0.23
0.22
0.20
0.20
0.20
0.20
0.21
0.22
0.24
0.26
0.28
0.31
0.37
0.44
0.52
0.61
U
337
217
151
112
86
69
56
47
D
0.33
0.27
0.26
0.29
0.33
0.38
0.45
0.55
C
263
211
178
153
135
121
110
101
D
0.16
0.15
0.15
0.16
0.17
0.19
0.22
0.25
U
540
358
250
184
142
113
92
D
0.48
0.37
0.34
0.32
0.34
0.38
C
437
349
292
251
220
198
D
0.24
0.21
0.20
0.19
0.20
U
540
411
286
211
162
D
0.46
0.39
0.35
0.28
C
450
402
335
287
D
0.24
0.22
0.20
U
446
287
201
D
0.27
0.22
C
359
280
D
0.12
U
710
D C
8'- 0"
9'- 0" 10'- 0" 11'- 0" 12'- 0"
Fastening Solutions Solu tions Available Available See page 117 All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
100
GRIP STRUT® Light Duty
8-Diamond Plank –18 3 / 4 " Width
Strut Loading
Engineering Data Channel Depth (inches)
Sx in.3
Ix in.4
EI lb. x in.2
1 1 / 2 "
0.174
0.102
2.96 x 106
2"
0.27
0.193
5.60 x 106
2 1 / 2 "
0.307
0.335
9.71 x 106
1 1 / 2 "
0.216
0.125
3.62 x 106
2"
0.342
0.264
7.66 x 106
1 1 / 2" 2"
0.504
0.488
14.09 x 106
0.51
3"
0.625
0.722
20.94 x 106
0.41
1 1 / 2 "
0.171
0.137
1.40 x 106
2"
0.251
0.246
2.51 x 106
2 1 / 2 "
0.379
0.441
4.50 x 106
3"
0.464
0.602
6.14 x 106
1 1 / 2 "
0.196
0.156
1.59x106
2"
0.352
0.309
3.15 x 106
2 1 / 2 "
0.486
0.544
5.55 x 106
3"
0.627
0.911
9.29 x 106
Material Gauge
Type Loading
Load
Deflection (inches)
Steel
U
540
0.43
14 ga.
Cs
422
0.35
Steel
U
810
0.30
12 ga.
Cs
633
0.24
Aluminum
U
308
0.48
12 ga. .080"
Cs
241
0.39
Aluminum
U
457
10 ga. .100"
Cs
357
Material Gauge Steel 14 ga.
Steel 12 ga.
Aluminum 12 ga. .080"
U = Allowable Uniform Load (Lbs. per square foot) Cs= Allowable Concentrated Load per foot of length at mid-width
Aluminum 10 ga. .100"
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Stat Sele ction/Static ic Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot.
Material Gauge
Channel Depth Weight Part (inches) Lbs. Lbs./L.F. /L.F. Number
1
1 / 2"
2 3 H 2 5 0 5
Aluminum Alloy
2"
2.2
81512-A
82012-A
12 ga. .080"
1
2 / 2"
3"
1
1 / 2"
2 3 H 2 5 0 5
2.11
Aluminum Alloy
2"
2.29
2.39
2.68
2.79
82512-A
83012-A
81510-A
82010-A
10 ga. .100"
1
2 / 2"
3"
2.91
3.02
82510-A
83010-A
All American Grating
Maximum Safe Clear Span 2'-0"
2'- 6"
3'-0"
3'- 6"
4'- 0"
4' - 6"
5'- 0"
U
253
162
112
83
5'- 6"
6'- 0"
6 '- 6 "
D
0.49
0.40
0.39
0.44
C
198
158
132
113
D
0.24
0.22
0.22
0.24
U
308
237
165
D
0.54
0.50
C
290
232
D
0.32
U
308
D C
7'- 0"
7'- 6"
121
93
73
59
49
0.44
0.44
0.47
0.53
0.61
0.71
193
166
145
129
116
106
0.28
0.27
0.27
0.28
0.30
0.32
0.36
308
248
182
139
110
89
74
62
53
0.51
0.57
0.54
0.49
0.50
0.52
350
348
290
249
218
194
0.57
0.65
0.73
0.83
174
158
145
134
D
0.37
0.39
0.35
0.33
0.33
U
308
308
308
223
171
0.34
0.35
0.37
0.40
0.43
135
109
90
76
65
56
49
D
0.50
0.54
0.62
0.54
C
350
350
350
306
0.52
0.52
0.56
0.61
268
238
214
195
0.68
0.76
0.86
0.96
178
165
153
143
D
0.37
0.38
0.41
U
288
184
128
0.38
0.37
0.37
0.37
94
72
57
0.39
0.40
0.43
0.46
0.50
D
0.41
0.36
C
225
180
0.36
0.40
0.47
0.56
150
129
113
100
D
0.18
U
457
0.18
0.19
0.21
0.23
0.27
332
231
170
130
103
83
69
58
49
D C
0.59
0.51
0.46
0.47
0.52
406
325
271
232
203
0.57
0.67
0.78
0.89
1.03
181
163
148
135
125
8'- 0 "
D
0.29
0.26
0.25
0.26
0.28
0.30
0.33
0.37
0.42
0.47
U
457
457
317
233
179
141
114
94
79
68
58
51
45
D
0.55
0.62
0.51
0.48
0.48
0.52
0.58
0.64
0.73
0.84
0.94
1.07
1.20
C
550
447
372
319
279
248
223
203
186
172
160
149
140
D
0.37
0.32
0.30
0.29
0.29
0.30
0.32
0.35
0.38
0.41
0.46
0.52
0.55
U
457
457
410
301
231
182
148
122
102
87
75
66
58
D
0.53
0.57
0.58
0.51
0.48
0.48
0.51
0.56
0.61
0.69
0.76
0.85
0.95
C
550
550
481
412
360
320
288
262
240
222
206
192
180
D
0.37
0.39
0.37
0.35
0.34
0.34
0.36
0.38
0.41
0.44
0.48
0.52
0.57
1-800-962-9692
•
www.aagrating.com
•
9'- 0" 10'- 0" 11'- 0" 12'- 0"
[email protected]
101 10 1
GRIP STRUT® Light Duty
10-Diamond Plank – 24" Width
5
/ 16 16" 5
/ 8"
90° ± 2 1 / 2°
2" or 3" Depth ± 1 / 16 16"
7
/ 8" ± 1 / 8"
GRIP STRUT® Profile View
1 1 / 8 "
11
16" / 16
9
16" / 16 11
/ 16 16"
1 7 / 8 "
21
32" / 32
7
1 7 / 8 "
7
/ 16 16"
1
16" / 16
1
24 / 16 16" ± / 16 16"
21
32" / 32
GRIP STRUT® Top View
10'-0" 10 '-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4 " or less under a uniform load of 100 Lbs. per square foot.
Material Gauge
Channel Depth Weight (inches) Lbs Lbs./L. ./L.F F.
Maximum Safe Clear Span
Part Number
2'– 0" 0" 2'– 6" 6" 3'– 0" 0"
3'– 6" 6" 4'– 0" 0" 4'– 6" 6" 5'– 0" 0" 5'– 6" 6" 6'– 0" 0"
6'– 6" 6" 7'– 0" 0" 7'– 6" 6" 8'– 0" 0" 9'– 0" 0" 10'– 0" 0" 11'– 0" 0" 12'– 0" 0"
U
300
300
228
168
128
102
82
68
57
49
42
D
0.46
0.48
0.42
0.38
0.38
0.41
0.44
0.49
0.55
0.62
0.70
C
400
400
343
294
257
229
206
187
172
158
147
Steel
D
0.34
0.35
0.32
0.30
0.29
0.29
0.30
0.31
0.33
0.35
0.37
14 ga.
U
300
300
300
264
202
160
130
107
90
77
66
58
51
40
D
0.42
0.43
0.46
0.44
0.39
0.36
0.35
0.36
0.39
0.44
0.45
0.49
0.54
0.65
C
400
400
400
400
400
360
324
295
270
249
232
216
203
180
D
0.33
0.33
0.34
0.35
0.37
0.35
0.33
0.33
0.32
0.32
0.33
0.34
0.35
0.38
U
475
416
289
212
162
128
104
86
72
62
53
46
D
0.40
0.39
0.33
0.31
0.31
0.34
0.38
0.44
0.48
0.56
0.63
0.71
C
650
520
434
372
325
289
260
237
217
200
186
174
Steel
D
0.26
0.22
0.19
0.20
0.20
0.21
0.22
0.23
0.25
0.28
0.31
0.34
12 ga.
U
475
475
475
392
300
237
192
159
133
114
98
85
75
59
48
D
0.38
0.39
0.42
0.38
0.36
0.34
0.35
0.37
0.39
0.43
0.47
0.52
0.58
0.70
0.85
C
900
900
800
686
600
534
480
437
400
369
343
320
300
267
240
D
0.34
0.35
0.33
0.29
0.27
0.26
0.26
0.26
0.26
0.27
0.29
0.30
0.32
0.36
0.41
2"
3"
2"
3"
7.7
8.3
10.4
11.1
102014
103014
102012
103012
Strut Loading
Engineering Data
Load
Deflection (inches)
Material Gauge
Channel Depth (inches)
Sx 3 in.
Ix 4 in.
EI 2 lb. x in .
U
300
0.49
Steel
2"
0.303
0.232
6.73 x 10
14 ga.
Cs
300
0.40
14 ga.
3"
0.484
0.713
20.68 x 10
Steel
U
475
0.45
Steel
2"
0.387
0.346
10.03 x 10
12 ga.
Cs
475
0.36
12 ga.
3"
0.715
0.959
27.81 x 10
Material Gauge
Type Loading
Steel
U = Allowable Uniform Load (Lbs. per square foot) Cs= Allowable Concentrated Load per foot of length at mid-width All American Grating
1-800-962-9692
6 6
6
6
Fastening Solutions Available See page 117 •
www.aagrating.com
•
[email protected]
102
GRIP STRUT® Light Duty Walkways with Toe Boards 1"
10-Diamond Walkway Walkway – 24" Width 16" 24" ± 1 / 16
4 1 / 2" Depth ± 1 / 16 16"
90° ± 2 1 / 2° 5
/ 16 16"
5
/ 8"
GRIP STRUT® Profile View
1"
24 1 / 16 16" ± 1 / 16 16"
1"
1 1 / 8 "
11
16" / 16
9
16" / 16 11
16" / 16
21
21
/ 32 32"
1 7 / 8"
9
1 / 8"
9
16" / 16
32" / 32
7
16" / 16
GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Selection/Static Load Tables
Allowable Loads and Deflections: U – uniform load (Lbs. per square foot) C – concentrated load (Lbs.) D – deflection (inches) Spans to the left of heavy line produce a deflection of 1 / 4" or less under a uniform load of 100 Lbs. per square foot. Channel Material Depth Weight Part Gauge (inches) Lbs./L. Lbs. /L.F F. Number . O & Steel . M 3 P . 5 R . 14 ga. 6 H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l Steel l l a i G M 12 ga.
1
4 / 2"
9.16
1
4 / 2"
12.5
Maximum Safe Clear Span 2''-0" 0" 2' 2'-6 -6"" 3''-0 0" 3' 3'-6 -6"" 4' 4'-0 -0"" 4'-6 4'-6"" 5' 5'-0 -0"" 5''-6" 6" 6' 6'-0 -0"" 6''-6" 6" 7' 7'-0 -0"" 7' 7'-6 -6"" 8' 8'-0 -0"" 9' 9'-0 -0"" 10' 0'-0 -0"1 "11' 1'-0 -0"1 "12' 2'-0 -0"" U
300
300
300
300
300
263
213
176
148
126
109
95
83
66
53
43
D
0.41
0.41
0.42
0.45
0.48
0.47
0.42
0.40
0.40
0.41
0.43
0.45
0.47
0.55
0.64
0.75
C
400
400
400
400
400
400
400
400
400
400
380
355
333
296
266
242
D
0.32
0.33
0.33
0.33
0.34
0.35
0.36
0.38
0.39
0.41
0.42
0.41
0.41
0.42
0.44
0.47
U
475
475
475
475
475
420
340
281
236
201
173
151
133
105
85
70
59
D
0.37
0.37
0.38
0.40
0.43
0.43
0.39
0.37
0.37
0.37
0.39
0.41
0.44
0.51
0.59
0.69
0.80
C
900
900
900
900
900
900
850
773
709
654
607
567
531
472
425
387
354
D
0.34
0.34
0.35
0.35
0.36
0.37
0.37
0.35
0.34
0.33
0.33
0.33
0.33
0.35
0.37
0.40
0.44
104514-W
104512-W
Fastening Solutions & Accessories Available Available See pages 117 & 121
Please specify if material needs to be punched for splice plates (7" non-structual & 30" structural splice plates are available)
Add - P to part number if punched for splice plates Example: 104514-W-P
See Page 118 for splice plate details
Strut Loading
Engineering Data
Material Gauge
Type Loading
Load
Deflection (inches)
Material Gauge
Steel
U
300
0.49
Steel
14 ga.
Cs
300
0.40
14 ga.
Steel
U
475
0.45
Steel
12 ga.
Cs
475
0.36
12 ga.
Channel Depth (inches)
Sx 3 in.
Ix 4 in.
EI 2 lb. x in.
4 1 / 2"
0.806
1.43
41.47 x 106
4 1 / 2"
1.29
2.42
70.18 x 106
U = Allowable Uniform Load (Lbs. per square foot) Cs= Allowable Concentrated Load per foot of length at mid-width All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
103
2-Diamond Plank – 9 1 / 4 " Width
GRIP STRUT® Heavy Duty 21
32" / 32
1 5 / 16 16" 90°± 2 1 / 2° 2", 2 1 / 2", 3" or 4" Channel Depth
See Page 120 for Fastening Solutions
1 1 / 4"
2"
1 1 / 4" 1" 1 1 / 4"
15
7 3 / 8"
32" / 32
3 7 / 8"
15
32" / 32
9
16" / 16
9 1 / 4"
10'-0" 10 '-0" & 12'-0" Lengths
GRIP STRUT® Top View
Call For Special Length Runs
Product Design/Load Table Table Material Gauge
Load Type
Maximum Safe Clear Span 2'-0 2' -0"" 2' 2'-6 -6"" 3''-0" 0" 3' 3'-6 -6"" 4' 4'-0 -0"" 4''-6 6" 5'-0 5'-0"" 5' 5'-6 -6"" 6' 6'-0 -0"" 6' 6'-6 -6"" 7' 7'-0 -0"" 7' 7'-6 -6"" 8' 8'-0 -0"" 9' 9'-0 -0"" 10''-0 0" 11''-0 0"12 "12''- 0" 0"
U
2413
1544
1027
788
629
476
385
319
270
228
196
172
150
119
98
81
67
D
0.05
0.08
0.11
0.15
0.19
0.24
0.30
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
1860
1488
1240
1063
930
827
744
677
620
572
531
496
465
413
372
338
310
D
0.04
0.06
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
3657 2340
1625
1194
914
722
585
483
406
347
298
259
228
182
147
122
102
D
0.05
0.10
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
2820 2256 1880
1611
1410
1254
1128
1025
940
868
806
752
705
626
564
513
470
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
U
3892 2490
1731
1272
974
767
623
515
431
368
319
276
242
193
154
130
109
D
0.04
0.08
0.11
0.15
0.18
0.22
0.26
0.30
0.34
0.39
0.44
0.48
0.58
0.68
0.80
0.95
C
3000 2400 2000
1715
1500
1333
1180
1091
1000
923
857
800
750
667
600
545
500
D
0.03
0.09
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
6382 4064 2837 2084
1598
1261
1022
844
707
606
522
455
400
315
256
211
176
D
0.03
0.12
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
4920 3936 3280 2812
2480 2187
1968
1789
1640
1514
1406
1312
1230
1094
935
895
820
D
0.03
0.04
0.06
0.07
0.09
0.11
0.14
0.16
0.19
0.22
0.25
0.28
0.31
0.38
0.45
0.53
0.63
U
2681
1716
1141
876
699
529
428
354
300
253
218
191
167
132
109
90
74
D
0.05
0.08
0.11
0.15
0.19
0.24
0.30
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
2067 1653
1378
1181
1033
919
827
752
689
636
590
551
517
459
413
376
344
D
0.04
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
4083 2600 1806
1327
1016
802
650
537
451
385
331
288
253
202
163
136
113
D
0.05
0.07
0.10
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
3133
2507 2089
1790
1567
1393
1253
1139
1044
964
895
836
783
696
627
570
522
Steel
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
10 ga.
U
4324
2767
1923
1413
1082
852
692
572
479
409
354
307
269
214
171
144
121
D
0.04
0.06
0.08
0.11
0.15
0.18
0.22
0.26
0.30
0.34
0.39
0.44
0.48
0.58
0.68
0.80
0.95
C
3333 2667 2222 1905
1667
1481
1311
1212
1111
1026
952
889
833
741
667
606
556
D
0.03
0.05
0.07
0.09
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
7091 4538
3152
2316
1775
1401
1136
938
786
673
580
506
444
350
284
234
195
D
0.03
0.07
0.09
0.12
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
5467 4373 3644 3124
2733 2430 2187
1988
1822
1682
1562
1458
1367
1215
1039
994
911
D
0.03
0.09
0.16
0.19
0.22
0.25
0.28
0.31
0.38
0.45
0.53
0.63
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i Steel M 11 ga. M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Plank Depth Weight Part (Inches) Lbs./L.F. Number
2"
1 2 / 2 / 2 "
3"
4"
2"
1 2 / 2 / 2 "
3"
4"
6.6
7.0
7.5
8.3
7.4
7.9
8.4
10.3
H-22011
0.07
H-22511
0.06
H-23011 0.05
0.05
0.07
0.07
0.09
H-24011
H-22010 0.06
H-22510
H-23010
0.05
H-24010
All American Grating
0.04
0.06
1-800-962-9692
0.07
•
0.11
0.14
www.aagrating.com
•
[email protected]
104
2-Diamond Plank – 9 1 / 4 " Width
GRIP STRUT® Heavy Duty
STRUT UNIFORM Loads/Deflections
STRUT CONCENTRATED Loads/Deflections
UNIFORM U (Lbs. per square foot)
CONCENTRATED Cs (Lbs. per foot of length at mid-width) Plank Width 9 1 / 4 " Wide
Steel Thickness
Serrated
11 ga.
1741
10 ga.
2004
9 ga.
2281
DEFLECTION (in inches)
Plank Width
Steel Thickness
Serrated
11 ga.
4516
10 ga.
5201
9 ga.
5917
1
9 / 4 " Wide
DEFLECTION (in inches)
0.01
CONCENTRATED Cs (Lbs. per foot of length at mid-width)
0.01
UNIFORM U (Lbs. per square foot)
Plank Width
Aluminum Thickness
Serrated
Plank Width
Aluminum Thickness
Serrated
9 1 / 4 " Wide
.150"
1758
9 1 / 4" Wide
.150"
4546
DEFLECTION (in inches)
DEFLECTION (in inches)
0.06
0.07
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Loa Design/Load d Table Material Gauge
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Plank Depth Weight Part Load (inches) Lbs./L.F. Number Type
Maximum Safe Clear Span 2'-0" 2' -6 -6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'- 0" 0" 6'- 6" 6" 7' -0 -0" 7'- 6" 6" 8' -0 -0" 9' -0 -0" 10'- 0" 0" 11'- 0" 0" 1 2' 2' -0 -0"
U
2949
1888
1255
964
769
582
471
389
330
278
240
210
184
145
120
98
81
D
0.05
0.08
0.11
0.15
0.19
0.24
0.30
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
2274
1818
1516
1299
1136
1011
910
827
758
700
649
606
569
505
454
414
378
D
0.04
0.06
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
4469
2860
1987
1460
1118
882
715
591
496
424
364
317
278
222
179
150
124
D
0.05
0.07
0.10
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
3446
2758
2298
1969
1724
1532
1378
1253
1148
1060
985
920
861
766
690
627
574
Steel
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
9 ga.
U
4756
3044
2115
1554
1190
937
761
629
527
450
389
338
296
235
168
158
133
D
0.04
0.06
0.08
0.11
0.15
0.18
0.22
0.26
0.30
0.34
0.39
0.44
0.48
0.58
0.68
0.8
0.95
C
3666
2934
2444
2096
1834
1629
1442
1333
1222
1129
1047
978
916
815
734
667
612
D
0.03
0.05
0.07
0.09
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
7800
4992
3467
2548
1953
1541
1250
1032
865
740
638
557
488
385
312
257
215
D
0.03
0.05
0.07
0.09
0.12
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
6014
4810
4008
3436
3006
2673
2406
2187
2004
1850
1718
1604
1504
1337
1143
1093
1002
D
0.03
0.04
0.06
0.07
0.09
0.11
0.14
0.16
0.19
0.22
0.25
0.28
0.31
0.38
0.45
0.53
0.63
2"
1
2 / 2"
3"
4"
2 3 H - Aluminum 2 0.150" 5 0 5
2 3 H - Aluminum 2 0.150" 5 0 5
8.8
9.3
10.3
H-2209
H-2259
H-2309
H-2409
U 2"
2 3 H - Aluminum 2 1 / 2" 2 0.150" 5 0 5 2 3 H - Aluminum 2 0.150" 5 0 5
8.3
2.6
H-220– .150A
D
0.08
0.12
0.17
0.23
0.31
0.39
0.46
0.54
0.61
0.71
0.82
0.93
1.05
1.29
1.58
1.85
2.23
C
1127
902
751
644
564
501
451
410
376
347
322
301
282
250
225
205
168
D
0.06
0.10
0.14
0.19
0.25
0.31
0.37
0.43
0.49
0.57
0.65
0.74
0.84
1.04
1.26
1.50
1.79
U 2.8
H-225– .150A
3.0
H-230– .150A
0.07
0.11
0.16
0.22
0.29
0.37
0.43
0.50
0.57
0.67
0.76
0.86
0.97
1.21
1.48
1.77
2.10
C
1725
1380
1150
986
863
767
690
627
575
531
493
460
431
383
345
314
288
D
0.06
0.09
0.13
0.18
0.23
0.29
0.35
0.40
0.46
0.53
0.61
0.69
0.78
0.97
1.18
1.41
1.68
3.3
H-240– .150A
All American Grating
2983.5 298 3.500 190 1908.36 8.36 132 326 6 97 973. 3.59 59 746 46.6 .62 2 58 588. 8.34 34 47 477 7.8 .84 4 39 394. 4.22 22 33 331 1.5 28 283. 3.72 72 24 244. 4.89 89 21 212. 2.04 04 18 185. 5.1 16 146 46.3 .34 4 119. 9.46 46 98 98.5 .55 5 82 82.7 .73 3
D
0.07
0.11
0.15
0.21
0.27
0.35
0.40
0.46
0.52
0.06
0.69
0.78
0.87
1.08
1.32
1.57
1.86
C
2300
1840
1533
1314
1150
1022
920
836
767
708
657
613
575
511
460
418
363
D
0.05
0.09
0.12
0.17
0.22
0.28
0.33
0.37
0.41
0.48
0.55
0.63
0.70
0.87
1.06
1.25
1.49
U 4"
2236.8 223 6.888 143 1433.51 3.51 99 994. 4.5 5 73 731 1.6 .69 9 55 558. 8.47 47 44 442 2 35 358. 8.38295 38295.6 .66 6 24 247 7.6 .68 8 21 212. 2.04 04 182 82.1 .18 8 158 58.2 .28 8 140 40.3 .36 6 110. 0.5 5 89 89.5 .59 9 74. 4.06 06 62 62.1 .12 2
D
U 3"
1463 14 63.3 .388 93 934.7 4.777 65 651 1.0 .05 5 47 477 7.6 .64 4 36 364. 4.35 35 28 289. 9.69 69 23 232. 2.95 95 194 94.1 .12 2 161.2 .27 7 137.3 .38 8 119. 9.46 46 104 04.5 .53 3 91.3 .39 9 71.6 .68 8 58 58.5 .54 4 47.7 .78 8 40 40.6 .62 2
4864.9 486 4.999 311 3111.92 1.92 216 2162.22 2.22 1588 1588.81 .81 12 1215 15.5 .5 961.65 779 779.47642.0 .47642.09 9 540 540.55459.9 .55459.92 2 397.2 346 346.43 .43 304 304.62 .62 238 238.92 .92 19 194.1 4.12 2 16 161 1.27 13 134.3 4.39 9
D
0.06
0.10
0.14
0.19
0.25
0.32
0.36
0.40
0.45
0.51
0.58
0.65
0.73
0.88
1.04
1.22
1.44
C
3749
2999
2499
2142
1875
1666
1500
1363
1250
1154
1071
1000
937
833
750
682
625
D
0.05
0.08
0.11
0.15
0.20
0.25
0.29
0.32
0.36
0.41
0.46
0.52
0.58
0.70
0.84
0.97
1.16
1-800-962-9692
•
www.aagrating.com
•
[email protected]
105
3-Diamond Plank –13 3 / 4 " Width
GRIP STRUT® Heavy Duty 21
32" / 32 16" 1 5 / 16
90°± 2 1 / 2
°
1 2", 3" or 4" 2", 2 /
Channel Depth
GRIP STRUT ® Profile View
1 1 / 4 "
See Page 120 for Fastening Solutions
11 / 4"
2" 1"
11 / 4"
1
3 7 / 8 "
/ 2 "
1
/ 2"
3 7 / 8 "
3 7 / 8 " 9
9
16" / 16
/ 16 16"
13 3 / 4"
GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Loa Design/Load d Table Material Gauge
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Depth (inches)
Plank Weight Lbs./L.F.
Part Number
Load Type
Maximum Safe Clear Span 2'-0 2' -0"" 2' 2'-6" -6" 3' 3'-0" -0" 3' 3'-6" -6" 4' 4'-0" -0" 4' 4'-6" -6" 5' 5'-0" -0" 5' 5'-6" -6" 6' 6'-0" -0" 6'6'-6" 6" 7' 7'-0" -0" 7' 7'-6" -6" 8' 8'-0" -0" 9' 9'-0" -0" 10'-0 -0"1 "11' 1'-0 -0"1 "12 2'-0 -0""
U
1624 1039
721
530
405
320
259
214
182
153
132
115
102
80
66
54
45
D
0.05
0.11
0.15
0.19
0.24
0.3
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
1860 1488 1240 1063
930
827
744
677
620
572
531
496
465
413
372
338
310
D
0.04
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
2460 1615 1093
804
615
485
393
325
274
233
201
175
153
122
99
83
68
D
0.05
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
2820 2256 1880 1611 1410 1254 1128 1025
940
668
806
752
705
626
564
513
470
Steel
D
0.04
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
11 ga.
U
2618 1676 1164
855
655
516
419
347
290
248
214
186
163
130
104
87
73
D
0.04
0.11
0.15
0.18
0.22
0.26
0.3
0.34
0.39
0.44
0.48
0.58
0.68
0.80
0.95
C
3000 2400 2000 1715 1500 1333 1180 1091 1000
923
857
800
750
667
600
545
500
D
0.03
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
4293 2748 1909 1402 1075
849
689
568
476
408
351
306
268
212
172
141
118
D
0.03
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
4920 3936 3280 2812 2460 2187 1968 1789 1640 1514 1406 1312 1230 1094
935
895
820
D
0.03
0.04
0.06
0.07
0.09
0.11
0.14
0.16
0.19
0.22
0.25
0.28
0.31
0.38
0.45
0.53
0.63
U
1804 1154
801
589
450
356
288
238
202
170
147
128
113
89
73
60
50
D
0.05
0.11
0.15
0.19
0.24
0.30
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
2067 1653 1378 1181 1033
919
827
752
689
636
590
551
517
459
413
376
344
D
0.04
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
2733 1794 1214
893
683
539
437
361
304
259
223
194
170
136
110
92
76
D
0.05
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
3133 2507 2089 1790 1567 1393 1253 1139 1044
964
895
836
783
696
627
570
522
Steel
D
0.04
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
10 ga.
U
2909 1862 1293
950
728
573
466
385
322
275
238
207
181
144
115
97
81
D
0.04
0.11
0.15
0.18
0.22
0.26
0.30
0.34
0.39
0.44
0.48
0.58
0.68
0.80
0.95
C
3333 2667 2222 1905 1667 1481 1311 1212
1111
1026
952
889
833
741
667
606
556
D
0.03
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
4770 3053 2121 1558 1194
943
765
631
529
453
390
340
298
236
191
157
131
D
0.03
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
5487 4373 3644 3124 2733 2430 2187 1988 1822 1682 1562 1458 1367 1215 1039
994
911
D
0.03
0.53
0.63
2"
2 1 / 2 "
3"
4"
2"
2 1 / 2 "
3"
4"
8.5
8.9
9.3
10.1
9.5
10.0
10.5
11.4
All American Grating
H-32011
H-32511
H-33011
H-34011
H-32010
H-32510
H-33010
H-34010
0.08
0.06
0.07
0.06
0.06
0.05
0.05
0.08
0.06
0.07
0.06
0.06
0.05
0.05
0.04
1-800-962-9692
0.10
0.08
0.07
0.07
0.10
0.08
0.07
0.07
0.06
•
0.09
0.09
0.09
0.09
0.07
0.12
0.12
0.09
0.11
0.14
0.16
www.aagrating.com
0.19
•
0.22
0.25
0.28
0.31
0.38
[email protected]
0.45
106
3-Diamond Plank –13 3 / 4 " Width
GRIP STRUT® Heavy Duty
STRUT UNIFORM Loads/Deflections
STRUT CONCENTRA CONCENTRATED TED Loads/Deflections
UNIFORM U (Lbs. per square foot)
CONCENTRATED Cs (Lbs. per foot of length at mid-width) Plank Width
Steel Thickness
Serrated
11 ga.
1171
Plank Width
Steel Thickness
Serrated
11 ga.
2044
10 ga.
2354
3
3
13 / 4 " Wide
13 / 4 " Wide
10 ga.
1348
9 ga.
1534
9 ga.
2678
DEFLECTION (in inches)
0.02
DEFLECTION (in inches)
0.03
CONCENTRATED Cs (Lbs. per foot of length at mid-width) Plank Width 13 3 / 4 " Wide
Aluminum Thickness
Serrated
.150"
1186
DEFLECTION (in inches)
0.13
UNIFORM U (Lbs. per square foot) Plank Width 13 3 / 4 " Wide
Aluminum Thickness
Serrated
.150"
2070
DEFLECTION (in inches)
0.16
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Load Table Table Material Gauge
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Plank Depth Weight Part Load (inches) Lbs Lbs./L. ./L.F F. Number Type
Maximum Safe Clear Span 2'-0 2' -0"" 2' 2'-6" -6" 3' 3'-0 -0"" 3' 3'-6" -6" 4' 4'-0" -0" 4' 4'-6" -6" 5' 5'-- 0" 0" 5'-6 '-6"" 6' 6'-0" -0" 6' 6'-6" -6" 7'- 0" 7' 7'-- 6" 8'- 0" 9' 9'-- 0" 10'-0 -0"" 11'-0 '-0"" 12' 2'-0 -0""
U
1984
1269
881
648
495
392
317
262
222
187
162
141
124
98
80
66
55
D
0.05
0.08
0.11
0.15
0.19
0.24
0.30
0.35
0.41
0.47
0.54
0.62
0.69
0.85
1.04
1.24
1.45
C
2274
1818
1516
1299
1136
1011
910
827
758
700
649
606
569
505
454
414
378
D
0.04
0.06
0.09
0.12
0.15
0.19
0.24
0.28
0.33
0.38
0.44
0.49
0.55
0.68
0.81
0.98
1.16
U
3006
1973
1335
982
751
593
481
397
334
285
245
213
187
150
121
101
84
D
0.05
0.07
0.10
0.14
0.18
0.23
0.27
0.32
0.36
0.42
0.49
0.55
0.62
0.79
0.96
1.15
1.35
C
3446
2758
2298
1969
1724
1532
1378
1253
1148
1060
985
920
861
766
690
627
574
Steel
D
0.04
0.06
0.08
0.11
0.14
0.18
0.22
0.25
0.29
0.34
0.39
0.44
0.50
0.63
0.76
0.91
1.08
9 ga.
U
3200
2048
1422
1045
801
630
513
424
354
303
262
228
199
158
127
107
89
D
0.04
0.06
0.08
0.11
0.15
0.18
0.22
0.26
0.30
0.34
0.39
0.44
0.48
0.58
0.68
0.80
0.95
C
3666
2934
2444
2096
1834
1629
1442
1333
1222
1129
1047
978
916
815
734
667
612
D
0.03
0.05
0.07
0.09
0.12
0.15
0.17
0.21
0.24
0.28
0.31
0.35
0.39
0.47
0.55
0.64
0.76
U
5247
3358
2333
1714
1313
1037
842
694
582
498
429
374
328
260
210
173
144
D
0.03
0.05
0.07
0.09
0.12
0.14
0.17
0.20
0.23
0.27
0.31
0.35
0.39
0.47
0.56
0.66
0.78
C
6014
4810
4008
3436
3006
2673
2406
2187
2004
1850
1718
1604
1504
1337
1143
1093
1002
D
0.03
0.04
0.06
0.07
0.09
0.11
0.14
0.16
0.19
0.22
0.25
0.28
0.31
0.38
0.45
0.53
0.63
2"
1
2 / 2 "
3"
4"
2 3 Aluminum H 2 5 0.150" 0 5
2 3 Aluminum H 2 5 0.150" 0 5
11.1
11.6
12.7
H-3209
H-3259
H-3309
H-3409
U 2"
2 3 H - Aluminum 1 2 2 / 2 " 5 0.150" 0 5
2 3 Aluminum H 2 5 0.150" 0 5
10.6
3.4
H-320.150A
D
0.08
0.12
0.17
0.23
0.31
0.39
0.46
0.54
0.61
0.71
0.82
0.93
1.05
1.29
1.58
1.85
2.23
C
1127
902
751
644
564
501
451
410
376
347
322
301
282
250
225
205
188
D
0.06
0.10
0.14
0.19
0.25
0.31
0.37
0.43
0.49
0.57
0.65
0.74
0.84
1.04
1.26
1.50
1.79
U 3.6
H-325.150A
3.8
H-330.150A
4.1
H-340.150A
All American Grating
375.7 29 297 7.3 .35 5 24 241 1.0 .09 9 198 98.9 .9 166 66.7 .75 5 142 42.6 .65 5 122 22.5 .55 5 106 06.4 .48 8 94 94.4 .43 3 74. 4.34 34 60 60.2 .27 7 49 49.8 .83 3 41.7 .79 9
0.07
0.11
0.16
0.22
0.29
0.37
0.43
0.50
0.57
0.67
0.76
0.86
0.97
1.21
1.48
1.77
2.10
C
1725
1380
1150
986
863
767
690
627
575
531
493
460
431
383
345
314
288
D
0.06
0.09
0.13
0.18
0.23
0.29
0.35
0.40
0.46
0.53
0.61
0.69
0.78
0.97
1.18
1.41
1.68
66.3 66 .3
55.6 55 .65 5
2 00 00 7. 7. 08 08 1 28 28 3. 3. 81 81 8 92 92 .0 .0 4 6 54 54 .9 .9 6 5 02 02 .2 .2 7 3 95 95 .7 .7 9 3 21 21 .4 .4 5 26 265. 5.2 2 22 223. 3.0 01 190 90.8 .86 6 164 64.7 .75 5 142 42.6 .65 5 124 24.5 .56 6 98 98.4 .45 5 80 80.3 .36 6
D
0.07
0.11
0.15
0.21
0.27
0.35
0.40
0.46
0.52
0.60
0.69
0.78
0.87
1.08
1.32
1.57
1.66
C
2300
1840
1533
1314
1150
1022
920
836
767
708
657
613
575
511
460
418
383
D
0.05
0.09
0.12
0.17
0.22
0.28
0.33
0.37
0.41
0.48
0.55
0.63
0.70
0.87
1.06
1.25
1.49
309.4
267.21 233.05 204.93 160.73 130.59 108.49 90.41
U 4"
150 4. 4.81 964.36 669. 03 03 492.23
D
U 3"
9 84 84 .4 .4 5 628.65 437. 98 98 321.45 2 45 45 .1 .11 19 4. 4.8 8 1 56 56 .7 .7 1 1 30 30 .5 .59 108 .4 .49 92 .4 .4 2 8 0. 0.3 6 7 0. 0. 32 32 6 1. 48 48 4 8. 8.2 2 39 .3 .38 3 2. 2.15 2 7.3 2
3272.81 3272 .81 209 2093.47 3.47 145 1454.5 4.588 106 1068.84 8.84 817.7 648.93 524.37 431.95 363.65
D
0.06
0.10
0.14
0.19
0.25
0.32
0.36
0.40
0.45
0.51
0.58
0.65
0.73
0.88
1.04
1.22
1.44
C
3749
2999
2499
2142
1875
1666
1500
1363
1250
1154
1071
1000
937
833
750
682
625
D
0.05
0.08
0.11
0.15
0.20
0.25
0.29
0.32
0.36
0.41
0.46
0.52
0.58
0.70
0.84
0.97
1.16
1-800-962-9692
•
www.aagrating.com
•
[email protected]
107
5-Diamond Plank – 23 1 / 4 " Width
GRIP STRUT® Heavy Duty
21
32" / 32
16" 1 5 / 16
90°± 2 1 / 2° 1 2", 3" or 4" 2", 2 / Channel Depth
1 1 / 4 "
GRIP STRUT® Profile View
See Page 120 for Fastening Solutions
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Load Table Table Material Gauge
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Plank Depth Weight (inches) Lbs Lbs./L. ./L.F F.
Part Number
Load Type
Maximum Safe Clear Span 2''-0 0" 2''-6 6" 3''-0 0" 3' 3'-6 -6"" 4' 4'-0 -0"" 4''-6" 6" 5''-0" 0" 5''-6 6" 6' 6'-0 -0"" 6''-6" 6" 7''-0" 0" 7'-6 '-6"" 8''-0" 0" 9' 9'-0 -0"" 10''-0 0"1 "11 1''-0" 0"12 12''-0" 0"
U
930
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44
0.5
0.63 0.76 0.91 1.08
C
1860 1488 1240 1063 930
465
413
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1409 925
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
C
2820 2256 1880 1611 1410 1254 1128 1025 940
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
11 ga.
U
1547 989
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3000 2400 2000 1715 1500 1333 1180 1091 1000 923
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2538 1624 1129 828
406
334
280
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17
0.2
0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
4920 3936 3280 2812 2460 2187 1968 1789 1640 1514 1406 1312 1230 1094 935
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
U
1034 661
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
C
2067 1653 1378 1181 1033 919
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1617 1034 718
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3133 2507 2089 1790 1567 1393 1253 1139 1044 964
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
10 ga.
U
1720 1101 765
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3333 2667 2222 1905 1667 1481 1311 1212 1111 1026 952
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2821 1805 1254 921
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
5467 4373 3644 3124 2733 2430 2187 1988 1822 1682 1562 1458 1367 1215 1039 994
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
2"
2 1 / 2 "
3"
4"
2"
2 1 / 2"
3"
4"
12.7
13.1
13.6
14.4
14.4
14.9
15.4
16.4
H-52011
H-52511
H-53011
H-54011
H-52010
H-52510
H-53010
H-54010
All American Grating
595
413
626
687
459
1-800-962-9692
304
460
504
337
528
562
•
232
352
387
635
258
404
430
706
184
827
278
305
502
204
319
339
557
149
744
225
247
165
827
259
276
452
123
677
186
204
104
620
214
228
373
572
157
134
868
170
136
752
88
146
240
116
97
689
636
180
153
190
163
312
www.aagrating.com
268
•
76
531
115
806
125
857
207
84
590
132
895
141
231
66
496
100
752
110
800
181
73
551
115
836
122
889
201
58
88
705
96
750
158
65
517
101
783
107
833
177
46
70
626
76
667
125
51
459
81
696
85
741
139
[email protected]
38
372
57
564
60
600
101
42
413
65
627
68
667
113
31
338
47
513
51
545
84
895
34
376
54
570
57
606
93
26
310
39
470
42
500
70
820
29
344
45
522
48
556
77
911
108
5-Diamond Plank – 23 1 / 4 " Width
GRIP STRUT® Heavy Duty
11 / 4"
2" 1"
11 / 4"
13
3 7 / 8 "
16" / 16
13
16" / 16
3 7 / 8 " 9
9
/ 16 16"
/ 16 16"
23 1 / 4"
GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Loa Design/Load d Table Material Gauge
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Channel Plank Depth Weight (inches) Lbs./L.F.
Part Load Number Type
Maximum Safe Clear Span 2'-0 2' -0"" 2' 2'-6 -6"" 3''-0" 0" 3''-6" 6" 4'-0 '-0"" 4''-6 6" 5'-0 5'-0"" 5' 5'-6 -6"" 6' 6'-0 -0"" 6''-6" 6" 7''-0 0" 7' 7'-6 -6"" 8''-0 0" 9' 9'-0 -0"" 10''-0" 0"1 11' 1'-0 -0"1 "12' 2'-0 -0""
U
1137 727
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
C
2274 1818 1516 1299 1136 1011 910
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1778 1137 790
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3446 2758 2298 1969 1724 1532 1378 1253 1148 1060 985
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
9 ga.
U
1892 1211 841
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3666 2934 2444 2096 1834 1629 1442 1333 1222 1129 1047 978
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
3103 1985 1380 1013 776
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
6014 4810 4008 3436 3006 2673 2406 2187 2004 1850 1718 1604 1504 1337 1143 1093 1002
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
2"
2 1 / 2"
3"
4"
16.1
16.7
17.2
18.3
H-5209
H-5259
H-5309
H-5409
505
371
581
618
284
444
472
224
350
372
613
182
283
302
497
150
827
234
249
410
127
107
758
700
197
167
209
178
344
294
606
144
125
920
155
252
133
221
71
569
110
861
116
916
194
56
46
505
88
454
38
414
71
766
93
690
59
627
74
815
153
734
124
62
667
102
32
378
48
574
53
612
85
UNIFORM U (Lbs. per square foot)
CONCENTRATED Cs (Lbs. per foot of length at mid-width)
Steel Thickness
Serrated
11 ga.
850
10 ga.
971
1059
9 ga
1093
0.08
DEFLECTION (in inches)
0.10
Steel Thickness
Serrated
11 ga.
823
10 ga.
941
9 ga.
DEFLECTION (in inches)
23 1 / 4" Wide
649
81
STRUT UNIFORM Loads/Deflections
STRUT CONCENTRA CONCENTRATED TED Loads/Deflections
Plank Width
93
All American Grating
1-800-962-9692
Plank Width 1
23 / 4" Wide
•
www.aagrating.com
•
[email protected]
109
6-Diamond Plank – 27 3 / 4 " Width
GRIP STRUT® Heavy Duty
21
/ 32 32"
16" 1 5 / 16
90°± 2 1 / 2° 2", 2 1 / 2", 3" or 4" Channel Depth
1 1 / 4"
GRIP STRUT® Profile View
See Page 120 for Fastening Solutions 10'-0" 10 '-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Loa Design/Load d Table
Channel Plank Material Depth Weight Gauge (inches) Lbs./L.F.
Maximum Safe Clear Span 2'-0 2' -0"" 2' 2'-6 -6"" 3' 3'-0" -0" 3' 3'-6" -6" 4' 4'-0 -0"" 4' 4'-6" -6" 5' 5'-0" -0" 5' 5'-6" -6" 6' 6'-0" -0" 6' 6'-6" -6" 7' 7'-0" -0" 7' 7'-6" -6" 8' 8'-0" -0" 9' 9'-- 0" 10''-0"1 0"11 1''-0 0" 12'-0 -0"" 830
163
132
108
D
0.05 0.08 0.11 0.15 0.19 0.24
0.3
0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
1860 1488 1240 1063 930
744
677
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1258 805
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
2820 2256 1880 1611 1410 1254 1128 1025 940
752
705
626
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44
0.5
0.63 0.76 0.91 1.08
11 ga.
U
1338 855
176
147
126
83
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26
0.3
0.34 0.39 0.44 0.48 0.58 0.68
C
3000 2400 2000 1715 1500 1333 1180 1091 1000 923
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2234 1405 976
D
2 1 / 2 "
3"
14.3
14.7
15.2
530
368
271
206
93
78
67
59
51
40
34
27
22
H-62011
559
410
313
827
247
201
166
620
139
572
119
531
102
496
88
465
78
413
61
372
49
338
42
310
35
H-62511
594
436
335
264
214
868
806
108
95
66
564
52
513
470
44
36
0.8
0.95
545
500
H-63011
C
4920 3936 3280 2812 2460 2187 1968 1789 1640 1514 1406 1312 1230 1094 935
895
820
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
U
923
D
0.05 0.08 0.11 0.15 0.19 0.24 0.30 0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
2067 1653 1378 1181 1033 919
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1398 894
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3133 2507 2089 1790 1567 1393 1253 1139 1044 964
836
783
696
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44
0.5
0.68 0.76 0.91 1.08
10 ga.
U
1488 952
93
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3333 2667 2222 1905 1667 1481 1311 1212 1111 1026 952
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2440 1561 1805 797
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
5467 4373 3644 3124 2733 2430 2187 1988 1822 1682 1562 1458 1367 1215 1039 994
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
3"
4"
16.7
17.2
18.2
289
242
208
179
157
137
108
600
0.78
2 1 / 2 "
351
667
66
16.2
434
750
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56
2"
549
800
61
16.0
716
857
73
4"
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Load Type
U 2" . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Part Number
87
H-64011
590
410
301
230
182
147
122
103
87
75
66
58
46
37
31
25
H-62010
621
457
349
276
827
224
752
185
689
156
636
132
590
114
551
99
517
87
459
70
413
56
376
47
344
39
H-62510
662
486
372
293
239
197
164
141
895
122
106
74
627
59
570
49
522
42
H-63010
611
482
391
323
270
232
200
889
174
833
153
741
120
667
98
606
80
556
67
H-64010
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
911
110
6-Diamond Plank – 27 3 / 4 " Width
GRIP STRUT® Heavy Duty
2" 1"
11 / 4"
3 7 / 8 "
27
/ 32 32"
9
3 7 / 8 "
9
/ 16 16"
/ 16 16"
27
32" / 32
27 3 / 4 " GRIP STRUT® Top View
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Load Table Table
Material Gauge
Channel Plank Depth Weight Part (inches) Lbs. /L.F. Number
Maximum Safe Clear Span 2'-0 2' -0"" 2'-6 '-6"" 3'-0 '-0"" 3' 3'-6 -6"" 4' 4'-0 -0"" 4' 4'-6 -6"" 5' 5'-0 -0"" 5''-6 6" 6' 6'-0 -0"" 6' 6'-6 -6"" 7''-0 0" 7' 7'-6 -6"" 8''-0 0" 9''-0 0" 10'-0"1 "11 1''-0"1 0"12 2'-0"
U
1013 650
D
0.05 0.08 0.11 0.15 0.19 0.24 0.30 0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
2274 1818 1516 1299 1136 1011 910
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1537 983
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3446 2758 2298 1969 1724 1532 1378 1253 1148 1060 985
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
9 ga.
U
1636 1047 727
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3666 2934 2444 2096 1834 1629 1442 1333 1222 1129 1047 978
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2684 1717 1194 876
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
6014 4810 4008 3436 3006 2673 2406 2187 2004 1850 1718 1604 1504 1337 1143 1093 1002
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
2" . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Load Type
18.2
2 1 / 2 "
3"
4"
18.7
19.3
19.8
450
330
253
200
162
134
112
95
683
502
384
303
245
827
202
758
700
170
144
63
49
40
34
27
649
125
606
108
569
95
505
76
454
414
61
51
378
42
H-6259
534
408
322
261
215
181
154
134
920
115
861
100
766
80
690
627
64
54
574
46
H-6309
671
530
430
355
298
254
218
191
916
168
815
132
734
667
107
88
612
74
H-6409
STRUT UNIFORM Loads/Deflections UNIFORM U (Lbs. per square foot)
CONCENTRATED Cs (Lbs. per foot of length at mid-width) Steel Thickness
Serrated
11 ga.
690
10 ga.
788
9 ga.
887
DEFLECTION (in inches)
0.11
27 3 / 4 " Wide
71
H-6209
STRUT CONCENTRA CONCENTRATED TED Loads/Deflections
Plank Width
81
All American Grating
1-800-962-9692
Plank Width
Steel Thickness
Serrated
11 ga.
597
10 ga.
682
9 ga.
767
DEFLECTION (in inches)
0.14
27 3 / 4 " Wide
•
www.aagrating.com
•
[email protected]
111
GRIP STRUT® Heavy Duty
8-Diamond Plank – 36" Width
21
32" / 32
16" 1 5 / 16
90°± 2 1 / 2° 2", 2 1 / 2", 3" or 4" Channel Depth
GRIP STRUT® Profile View
1 1 / 4 "
See Page 120 for Fastening Solutions 10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Load Table Table Channel Plank Material Depth Weight Gauge (inches) Lbs./L.F.
Maximum Safe Clear Span 2'- 0" 0" 2'- 6" 6" 3'- 0" 0" 3'- 6" 6" 4' -0 -0" 4'- 6" 6" 5'- 0 " 5'- 6 " 6' -0 -0" 6' -6 -6" 7'- 0" 0" 7'- 6 " 8'- 0" 0" 9' -0" - 0" 10'-0"1 0'-0"11'-0"12'-0 1'-0"12'-0"" 620
D
0.05 0.08 0.11 0.15 0.19 0.24 0.30 0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
1860 1488 1240 1063 930
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
940
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
2820 2256 1880 1611 1410 1254 1128 1025 940
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
11 ga.
U
1000 640
D
2 1 / 2 "
18.0
18.4
397
275
203
155
122
99
82
69
59
50
44
39
31
25
21
17
H-82011
601
418
307
235
827
185
744
150
677
124
620
104
572
89
531
77
496
67
465
59
413
47
372
38
338
32
310
26
H-82511
500
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
1640 1049 729
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
4920 3938 3280 2812 2460 2187 1968 1789 1640 1514 1406 1312 1230 1094 935
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
U
689
D
0.05 0.08 0.11 0.15 0.19 0.24 0.30 0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
2067 1653 1378 1181 1033 919
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1044 668
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3133 2507 2089 1790 1567 1393 1253 1139 1044 964
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
10 ga.
U
1111 711
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3333 2667 2222 1905 1667 1481 1311 1212 1111 1026 952
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
1822 1166 810
292
241
202
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17
0.2
0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
5467 4373 3644 3124 2733 2430 2187 1988 1822 1682 1562 1458 1367 1215 1039 994
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
3"
4"
20.9
21.8
95
82
71
62
50
40
470
545
20.4
111
513
3000 2400 2000 1715 1500 1333 1180 1091 1000 923
2 1 / 2 "
132
564
C
19.9
160
626
0.95
2"
197
705
0.8
19.7
250
752
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68
18.9
327
806
28
3"
445
868
33
4"
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Load Type
U 2" . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Part Number
H-83011
536
410
324
263
217
182
156
857
134
800
117
750
103
667
81
600
66
54
45
H-84011
441
306
225
172
136
110
91
77
65
56
49
43
34
28
895
23
820
19
H-82010
464
341
261
206
827
167
752
138
689
116
636
99
590
85
551
74
517
65
459
52
413
42
376
35
344
29
H-82510
494
363
278
219
178
147
123
105
895
91
836
79
783
69
696
55
627
44
570
37
522
31
H-83010
595
456
360
173
149
889
130
833
114
741
90
667
73
606
60
556
50
H-84010
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
911
112
GRIP STRUT® Heavy Duty
8-Diamond Plank – 36" Width
11 / 4"
2" 1"
11 / 4" 17
/ 32 32 "
17
3 7 / 8 "
9
16" / 16
16" / 16
/ 32 32 "
3 7 / 8 "
9
36" GRIP STRUT® Top View Vi ew
10'-0" & 12'-0" Lengths Call For Special Length Runs
Product Design/Load Table Table Material Gauge
Channel Plank Depth Weight Part (inches) Lbs Lbs./L. ./L.F F. Number
Maximum Safe Clear Span 2'-0 2' -0"" 2'-6 '-6"" 3''-0" 0" 3''-6" 6" 4''-0" 0" 4' 4'-6 -6"" 5' 5'-0 -0"" 5'-6 '-6"" 6''-0 0" 6' 6'-6 -6"" 7' 7'-0 -0"" 7' 7'-6 -6"" 8''-0" 0" 9''-0" 0" 10''-0 0"1 "11' 1'-0 -0"12 "12''-0 -0""
U
758
D
0.05 0.08 0.11 0.15 0.19 0.24 0.30 0.35 0.41 0.47 0.54 0.62 0.69 0.85 1.04 1.24 1.45
C
2274 1818 1516 1299 1136 1011 910
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.28 0.33 0.38 0.44 0.49 0.55 0.68 0.81 0.98 1.16
U
1148 735
D
0.05 0.07 0.10 0.14 0.18 0.23 0.27 0.32 0.36 0.42 0.49 0.55 0.62 0.79 0.96 1.15 1.35
C
3446 2758 2298 1969 1724 1532 1378 1253 1148 1060 985
Steel
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.25 0.29 0.34 0.39 0.44 0.50 0.63 0.76 0.91 1.08
9 ga.
U
1222 782
D
0.04 0.06 0.08 0.11 0.15 0.18 0.22 0.26 0.30 0.34 0.39 0.44 0.48 0.58 0.68 0.80 0.95
C
3666 2934 2444 2096 1834 1629 1442 1333 1222 1129 1047 978
D
0.03 0.05 0.07 0.09 0.12 0.15 0.17 0.21 0.24 0.28 0.31 0.35 0.39 0.47 0.55 0.64 0.76
U
2004 1283 891
D
0.03 0.05 0.07 0.09 0.12 0.14 0.17 0.20 0.23 0.27 0.31 0.35 0.39 0.47 0.56 0.66 0.78
C
6014 4810 4008 3436 3006 2673 2406 2187 2004 1850 1718 1604 1504 1337 1143 1093 1002
D
0.03 0.04 0.06 0.07 0.09 0.11 0.14 0.16 0.19 0.22 0.25 0.28 0.31 0.38 0.45 0.53 0.63
2" . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Load Type
22.1
2 1 / 2 "
3"
4"
22.7
23.9
24.2
485
337
248
189
150
121
100
85
72
510
375
287
227
184
827
152
758
700
128
109
47
37
31
25
21
649
94
606
81
569
72
505
57
454
414
46
39
378
32
H-8259
543
399
306
241
196
162
135
116
100
920
87
861
76
766
61
690
627
48
41
574
34
H-8309
655
502
396
321
265
222
190
164
143
916
125
815
99
734
667
80
66
612
55
H-8409
Strut Uniform Loads/Deflections
CONCENTRATED Cs (Lbs. per foot of length at mid-width)
Serrated
11 ga.
298
10 ga.
343
586
9 ga.
391
0.16
DEFLECTION (in inches)
0.2
Serrated
11 ga.
447
10 ga.
515
9 ga.
DEFLECTION (in inches)
All American Grating
UNIFORM U (Lbs. per square foot) Steel Thickness
Steel Thickness
36" Wide
54
H-8209
Strut Concentrated Loads/Deflections
Plank Width
62
1-800-962-9692
Plank Width
36" Wide
•
www.aagrating.com
•
[email protected]
113
5, 6 & 8 Diamond
wit h Toe Boards Bo ards GRIP STRUT® Heavy Duty Walkways with
26 1 / 2", 32 1 / 2" or 38 1 / 2" 24", 30" or 36"
1 1 / 4"
2" 1"
1 1 / 4"
3 7 / 8"
16" (24") 1 3 / 16 31 32" (30") 1 / 32 17 / 32 32" (36")
9
3 7 / 8"
9
16" / 16
16" / 16
16" (24") 1 3 / 16 31 32" (30") 1 / 32 17 / 32 32" (36")
GRIP STRUT® Top View Vi ew 1 1 / 4"
24" (5 Diamond) 30" (6 Diamond) 36" (8 Diamond)
5" Depth
21
/ 32 32"
16" 1 5 / 16
GRIP STRUT® Profile View
10'-0", 12'-0" & 24'-0" Lengths Strut Uniform/Concentrated Load/Deflections
Call For Special Length Runs Concentrated
Uniform
Cs (L (Lbs bs.. per per fo foot ot of of len lengt gth h at at mid mid-w -wid idth th))
U (Lb (Lbs. s. pe perr Squ Squar are e Foo Foot) t)
Walkway Width
Material Thickness
S er rated
S e r ra te d
5-diamond 24" Wide Steel
11 ga.
798
798
10 ga.
912
912
9 ga.
1026
1026
0.08
0.11
11 ga.
537
429
10 ga.
618
494
9 ga.
703
563
0.11
0.14
11 ga.
447
298
10 ga.
515
343
9 ga.
586
391
0.16
0.20
679
590
0.60
0.75
DEFLECTION (inches) 6-diamond 30" Wide Steel
DEFLECTION (inches) 8-diamond 36" Wide Steel
DEFLECTION (inches) 6-diamond 30" wide Aluminum
.150"
DEFLECTION (inches)
Walkways can be pre-punched to accommodate splice plate s kits (must specify) Walkways Available in structural & non-structural.
See Pages: 119, 119, 120 & 121 for Accessories All American Grating
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114
wi th Toe Boards Boa rds GRIP STRUT® Heavy Duty Walkways with
5, 6 & 8 Diamond Diamond 10'-0", 12'-0" & 24'-0" 24'- 0" Lengths Call For Special Length Runs
Product Design/Loa Design/Load d Table
Width
24"
24"
24" . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
30"
30"
30"
36"
36"
36"
Thickness Depth Weight Gauge (inches) Lbs./L.F.
11 ga.
10 ga.
9 ga.
11 ga.
10 ga.
9 ga.
11 ga.
10 ga.
9 ga.
5"
5"
5"
5"
5"
5"
5"
5"
5"
15.4
17.5
19.6
17.7
19.9
22.1
20.2
22.7
25.3
Part Number
Maximum Safe Clear Span Load Type 4' 4'-0" -0" 5' 5'-0" -0" 6' 6'-0" -0" 7' 7'-0" -0" 8' 8'-0" -0" 9' 9'-0" -0" 10' 0'-0" -0" 11' 11'-0" - 0" 12'-0 12'-0"" 13'-0 13'-0"14'-0 "14'-0"" 15'-0" 15'-0" 16'16'-0" 0" 18' 18'-0" -0" 20' 20'-0 -0"" 22'22'-0" 0" 24' 24'-0 -0""
H-55011-W
H-55010-W
H-5509-W
H-65011-W
H-65010-W
H-6509-W
H-85011-W
H-85010-W
H-8509-W
U
750
480
334
245
187
148
120
99
83
71
62
54
47
37
30
25
21
D
0.34
0.35
0.38
0.34
0.34
0.34
0.35
0.42
0.50
0.59
0.69
0.79
0.91
1.13
1.43
1.70
2.03
C
3000 2400 2000 1714 1500 1334 1200 1091 1000
922
857
800
750
666
600
546
500
D
0.27
0.28
0.31
0.28
0.28
0.27
0.28
0.34
0.41
0.48
0.55
0.63
0.72
0.91
1.13
1.36
1.62
U
937
600
417
306
234
185
150
124
104
89
77
67
59
46
38
31
26
D
0.38
0.39
0.42
0.38
0.38
0.38
0.39
0.47
0.56
0.66
0.77
0.88
1.01
1.26
1.59
1.89
2.25
C
3750 3000 2500 2143 1875 1667 1500 1364 1250 1153
1071 1000
938
833
750
682
625
D
0.30
0.31
0.34
0.31
0.30
0.30
0.31
0.38
0.45
0.53
0.61
0.70
0.80
1.01
1.25
1.51
1.80
U
1031
660
459
337
257
204
165
136
114
98
85
74
65
51
42
34
29
D
0.38
0.39
0.42
0.38
0.38
0.38
0.39
0.47
0.56
0.66
0.77
0.88
1.01
1.26
1.59
1.89
2.25
C
4125 3300 2750 2357 2063 1834 1650 1500 1375 1268
1178
1100 1032
916
825
750
688
D
0.30
0.31
0.34
0.31
0.30
0.30
0.31
0.38
0.45
0.53
0.61
0.70
0.80
1.01
1.25
1.51
1.80
U
732
468
325
239
183
145
116
96
81
69
60
52
45
36
28
24
20
D
0.33
0.39
0.36
0.36
0.41
0.38
0.37
0.37
0.44
0.51
0.59
0.68
0.77
0.98
1.20
1.46
1.73
C
3667 2932 2444 2095 1832 1629 1467 1333 1222 1128
1047
977
916
815
732
667
610
D
0.27
0.31
0.29
0.29
0.33
0.31
0.30
0.30
0.35
0.41
0.48
0.55
0.62
0.78
0.97
1.17
1.40
U
916
586
407
299
229
182
146
121
102
87
75
65
57
45
36
30
25
D
0.37
0.43
0.40
0.40
0.46
0.42
0.41
0.41
0.49
0.57
0.66
0.75
0.86
1.09
1.33
1.62
1.92
C
4584 3666 3056 2619 2291 2037 1834 1667 1528 1410 1309 1222 1146
1019
916
834
763
D
0.30
0.34
0.32
0.32
0.37
0.34
0.33
0.33
0.39
0.45
0.53
0.61
0.69
0.87
1.08
1.30
1.55
U
1007
644
447
328
251
200
160
133
112
95
82
71
62
49
39
33
27
D
0.37
0.43
0.40
0.40
0.46
0.42
0.41
0.41
0.49
0.57
0.66
0.75
0.86
1.09
1.33
1.62
1.92
C
5042 4032 3361 2880 2520 2240 2017 1833 1680 1551 1439 1344 1260 1120 1007
917
839
D
0.30
0.34
0.32
0.32
0.37
0.34
0.33
0.33
0.39
0.45
0.53
0.61
0.69
0.87
1.08
1.30
1.55
U
444
284
197
144
111
88
71
58
49
42
36
31
28
21
17
14
12
D
0.35
0.35
0.30
0.29
0.30
0.32
0.35
0.38
0.46
0.54
0.62
0.71
0.82
1.04
1.26
1.50
1.78
C
2664 2133 1777 1524 1333 1184 1066
969
888
820
761
711
666
592
533
484
444
D
0.28
0.28
0.23
0.23
0.23
0.26
0.28
0.31
0.37
0.43
0.50
0.58
0.65
0.83
1.02
1.23
1.47
U
556
356
247
181
139
110
89
73
62
53
45
39
35
27
22
18
15
D
0.39
0.39
0.33
0.32
0.33
0.36
0.39
0.42
0.51
0.60
0.69
0.79
0.91
1.15
1.40
1.67
1.98
C
3330 2667 2222 1905 1667 1481 1333 1212
1111
1026
952
889
833
741
667
606
556
D
0.31
0.31
0.26
0.26
0.26
0.29
0.31
0.34
0.41
0.48
0.55
0.64
0.72
0.92
1.13
1.37
1.63
U
611
391
271
199
152
121
97
80
68
58
49
42
38
29
24
19
16
D
0.39
0.39
0.33
0.32
0.33
0.36
0.39
0.42
0.51
0.60
0.69
0.79
0.91
1.15
1.40
1.67
1.98
C
3663 2933 2444 2095 1833 1629 1466 1333 1222 1128
1047
977
916
815
733
666
611
D
0.31
0.55
0.64
0.72
0.92
1.13
1.37
1.63
0.31
0.26
0.26
0.26
0.29
0.31
0.34
0.41
0.48
Aluminum Walkway Walkway Selection & Design Load/Deflections
Width
2 3 H 2 30" 5 0 5
Thickness Channel Weight Gauge Depth Lbs./L.F.
.150"
5"
8.4
Part Number
Maximum Safe Clear Span Load Type 4' 4'-0" -0" 5' 5'-0" -0" 6' 6'-0" -0" 7' 7'-0" -0" 8' 8'-0" -0" 9' 9'-0" -0" 10' 0'-0 -0"" 11' 1'-0 -0"" 12 12''- 0" 13 13''-0" - 0" 14 14''-0" 0" 15 15''-0" 0" 16 16''-0" 0" 18'- 0" 20 20''- 0" 22 22''-0" 0" 24 24''-0" 0" U
633
405
281
207
158
125
101
84
70
60
51.8
45
39.5
35
31.2
28
25.3
D
0.31
0.35
0.40
0.49
0.58
0.67
0.77
0.86
1.02
1.20
1.39
1.60
1.82
2.06
2.30
2.57
2.85
C
3163 2530 2108 1807 1581 1406 1265 1150 1054
973
904
843
791
744
703
666
633
D
0.25
0.96
1.12
1.28
1.46
1.64
1.84
2.06
2.28
H-650.150-A-W 0.28
0.32
0.39
0.47
0.54
0.61
0.69
0.82
Add 'P' to part number if punched for s plice plates. Example: H-6509-W-P
All American Grating
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115
GRIP STRUT®
Load Information & Number Code
GRIP STRUT® Load Information Uniform Load (U)
Uniform Load (Lbs. per Square Foot)
Application to all walkways/pl walkways/planks: anks: Maximum load in Lbs. per square foot permitted by flexural stress in siderail or grating strut, whichever is lower, applied to entire grating area (full-width by clearspan) between supports.
LOAD
U
Deflection (D) Application to all walkways/pl walkways/planks: anks: Deflection (inches) (inches) corresponding to maximum load (U) or (C) permitted by flexural stress in siderail or grating strut, whichever is lower.
Deflection
Concentrated Load (C)
Concentrated Load (Lbs.)
Application to all walkwa walkways/planks: ys/planks: Maximum load (Lbs.) permitted by flexural stress in siderail or grating strut, whichever is lower, applied transversely to total width of grating at midspan and assumed to be carried equally by both siderails.
C
LOAD
Deflection (D) Application to all walkwa walkways/planks: ys/planks: Deflection (inches) (inches) corresponding to maximum load (U) or (C) permitted by flexural stress in siderail or grating strut, whichever is lower.
Concetrated Load (Cs)
Deflection Concentrated Load (Lbs. per Lineal Foot)
Application to grating surface struts or all walkways/pl walkways/planks: anks: Maximum load (Lbs. per foot) permitted by flexural stress in grating strut, applied longitudinally to a one foot ( 1'-0") length of grating at midwidth.
Cs
LOAD
Deflection (D) Application to all walkwa walkways/planks: ys/planks: Deflection (inches) corresponding to maximum concentrated strut load (Cs) permitted by flexural stress in grating surface strut, applied longitudinally longitudinally to a one foot (1'(1 '- 0") length of grating at midwidth.
GRIP STRUT
®
Deflection
Catalog Number Code
Light Duty: Steel, Aluminum, Stainless Steel, Steel, Stair Treads Treads & Black
Heavy Duty: Steel & Aluminum
Steel First Numeral is width: '5' denotes 5-diamond or 11 ¾" width. Second and Third Numerals denote channel size: • '20' denotes 2" • '15' denotes 1 ½" Last two numerals denote gauge: • '12' denotes 12 gauge • '1 '14' 4' denotes 14 gauge. Standard material is hot-dip galvanized ( ASTM A653/A653M) Example: 52014 denotes 5-diamond (11 ¾" width), 2" channel, 14 gauge Steel.
Aluminum First Numeral is width: '5' denotes 5-diamond or 11 ¾" width. Second and Third Numerals denote channel size: • '20' denotes 2" • '15' denotes 1 ½" Last two numerals denote gauge/thickness: • '10' denotes 10 ga. (.100 thickness) •'12' denotes 12 ga. (.080 thickness) 'A' denotes Aluminum Example: 52012-A denotes 5-diamond (11 ¾" width), 2" channel, 12 ga. (.080" thickness) Aluminum.
Steel – Standard material is mill-galvanized mill-galvanized per ASTM A653/A653M A653/A653M.. For black, unpainted steel (ASTM A101 A1011 1 H.R.P H. R.P.. & O.) O. ), “B” follows the five digit catalog number coded below: Tread Grating: H = Heavy Duty HT = Heavy Duty Stair Tread
Side Channel Height (decimal inches x 10: 5" = 50) Product: W = Walkway; (blank) = Plank
H–85010–W MetalThickness (10 Gauge) Width (8 diamonds 36" wide)
Example: Catalog number H-82010 denotes a mill-galvanized, 10-ga. Steel plank of 8-diamond (36 inch) width and 2 inch high side channels; catalog number H-6509-WB denotes a black black,, unpainted, 9-ga. Steel walkway of 6-diamond (30 inch) width, 5 inch high toe boards. Aluminum – Standard material is 5052-H32 alloy/temper, alloy/temper, mill finish. Catalog number is identical in coding to the catalog number for steel, as described above, but followed by “A” to denote aluminum; also, aluminum thickness is given in inch thickness.
Stainless Steel Same as Steel above except Type 304 stainless followed by '-S' and Type 316L Stainless followed by '-SL'.
Grating: H = Heavy Duty HT = Heavy Duty Stair Tread Tread
Example: 52016-S denotes 5-diamond (11 ¾" width), 2" channel, 16 gauge Stainless Steel, Type 304. 52016-SL denotes 5-diamond (11 ¾" width), 2" channel, 16 gauge Stainless Steel, Type 316L.
Side Channel Height (decimal inches x 10: 2" = 20) Metal Thickness (.150 inches thick)
H–220–.150A__
Stairr Treads Stai Treads : Any above numbers preceded by a 'T'
Material (Aluminum 5052-H32)
Example: T-42014 denotes 4-diamond (9 ½" width), 2" channel, 14 gauge stair tread.
Width (2-diamond 9 ¼ inch wide)
Example: Catalog Number H-230 -.150A denotes a 5052-H32 alloy, mill finish, aluminum plank of 0.150 inch metal thickness, 2-diamond (9 ¼ inch) width and 3 inch high side channels.
Black: Any above numbers followed by a '-B' Example: 42014-B denotes 4-diamond (9 ½" width), 2" channel, 14 ga. black, unpainted Steel (ASTM A101 A1011 1 H.R. H. R.P P. & O.) O. ).
All American Grating
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Product: W = Walkway; (blank) = Plank
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116
GRIP STRUT®
Fastening Systems Diamond Washer
®
GRIP STRUT Available Configurations
12262
Side Channels
Gauge & Type
Widths
Available
Available
Available
1 1 /2"
14 ga. Galvanized Steel
4 3 /4" plank
2"
12 ga. Galvanized Steel
7" plank
2 1 /2"
12 ga. .080 Aluminum 5052-H32
9 1 /2" plank
3"
10 ga. 100 Aluminum 5052-H32
11 3 /4" plank
4 1 / 2 "walkway
16 ga Ty Type 30 304 Stainl es ess St Steel
18 3 /4" plank
16 ga ga.. Typ Typee 316 316LL Sta Stain inle less ss St Stee eell
24"" pla 24 plank nk
5
/ 16 Carriage Bolt Bolt Z / P 16" Carriage
Plank Carriage Bolt : 5 / 16 16" x (side channel height + 1) Walkway Carriage Bolt : 5 / 16 16" x 2"
Galvanized Diamond Washer (P/N 12262)
24" walkway • Standard Lengths – 10' & 12' • Plain HRP&O Steel and Aluminum available upon request and special quotation. • Type 316L Stainless available upon special quote.
5
/ 16 16" Flat Washer Z/ P 5
/ 16 Nut Z/ P 16" Hex Nut
• Special fabrication, cutting or specialty configurations available upon request and special quotation. ••NOTE: Stainless only available in plank form.
Assembly
Materials ®
1. Align GRIP STRUT planks side by side on I-Beam or other anchoring cross-member. 2. Mark the I-Beam I-Beam for drilling drilling purposes under a slot ® near the end of GRIP STRUT plank. Drill a pilot hole. ® 3. Remove GRIP STRUT plank and drill a finish hole. ® 4. Replace GRIP STRUT plank. Align diamond washer over the drilled hole. Run bolt through diamond washer and I-Beam. Tighten with washer and nut until secure. ® 5. Test for movement or slippage. If GRIP STRUT planks are not secure, check fastening system for loose or missing parts. Repeat steps 1-4.
Z/P = Zinc Plated NOTE: Bolt and nut must be ordered separately.
(1) Diamond Washer 16" Carriage Bolt (1) 5 / 16
(1) 5 / 16 16" Hex Nut 16" Flat Washer (1) 5 / 16
Welding
®
Note: Do not walk on GRIP STRUT planks if they are not secure. Serious injury could result.
A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
[ACA] Anchor Plate GRIP STRUT® Available Configurations 1 1 / 2 " J-Bolt (ACA1 (ACA15) 5) 2 1 / 2 " J-Bolt (ACA25) 3" J-Bolt (ACA30) Z /P
Side Channels Available
Gauge & Type Available
Widths Available
1 1 /2"
14 ga. Galvanized Steel
4 3 /4" plank
2"
12 ga. Galvanized Steel
7" plank
2 1 /2"
12 ga. .080 Aluminum 5052-H32
9 1 /2" plank
3"
10 ga. .100 Aluminum 5052-H32
11 3 /4" plank
16 ga ga.. Typ Typee 304 304 St Stai ainl nles esss Ste Steel el
18 3 /4" plank
16 ga ga.. Typ Typee 31 316L 6L St Stai ainl nles esss St Stee eell
24"" pl 24 plan ankk
Galvanized Anchor Plate
3
/ 8" Flat Washer Z /P • Standard Legnths – 10' & 12' • Plain HRP&O Steel and Aluminum available upon request and special quotation. • Type 316L Stainless available upon special quote. • Special fabrication, cutting or specialty configurations available upon request and special quotation.
3
/ 8" Hex Nut Z /P
Assembly ACA15 J-Bolt 1 2") (3 / 8" x 1 / ACA25 J-Bolt (3 / 8" x 2 1 / 2") ACA30 J-Bolt (3 / 8" x 3")
1. 2.
3.
4. 5.
Z/P = Zinc-Plated NOTE: Select ACA's by height of plank grating.
All American Grating
Materials ®
Align two GRIP STRUT planks side by side on I-Beam or other anchoring cross-member. ® Place J-Bolts J-Bolts in GRIP STRUT STRUT openings opposite each other. Make sure the openings near est to the inner edge of each plank are chosen. Slide ACA ACA anchor plate up J-Bolts until snug. Make sure the inside edge of the ACA anchor plate is as close as possible to the center of the cross member. Tighten up nuts until planks are secured. ® Test for movement or slippage . If GRIP STRUT planks are not secure, check fastening system for loose or missing parts. Repeat steps 1-4. ®
Note: Do not walk on GRIP STRUT planks if they are not secure. Serious injury could result.
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(1) ACA Anchor Plate (2) 3 / 8 " J-Bolts (2) 3 / 8 " Flat Washers (2) 3 / 8 " Hex Nuts
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
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117
GRIP STRUT® & TRACTION TREADTM
Fastening Systems
GRIP STRUT
®
Splice plate package – 7"
®
Splice Plates for Light Duty GRIP STRUT Walkways
Package includes: GRIP STRUT ® Grating cut to length if required, four ½" diameter holes in each corner of upturned kickplate, two 8-hole 10 gauge 4" x 7" splice plates, with 16 each 7 / 16 16" x 1 ¼" bolts, washers and hex nuts. Kit joins continuous section together in a run only over supports.
Part Number SP-10DU-7 Galvanzied For splicing on a support member
Recommended bolt torque: 55 Ft./Lbs. min.
4"
Splice plate kit – 30" 7"
Package includes: GRIP STRUT ® Grating cut to length if required, four (4) 9/16" diameter holes staggered in each corner of up-turned kick-plate, two 8-hole, 12 gauge 4 ½" x 30" C-channel splice plates with 16 ea. ½"x 1 ¼" hex head cap screws (galv. S.A.E Grade 5, lightly oiled), washers and hex nuts. Kit joins continuous sections together in run over clear spans to act as one continuous unit. Any combination of 12 and 10 foot. Planks can be joined with splice plate package.
Part Number SP-10DU-30 Galvanized For splicing at mid-span (not on a support member)
Recommended bolt torque: 72 Ft./Lbs. min.
11 / 4" 30" 3 / 8"
4 1 / 2"
7 spaces @ 3 3 / 4"
17 / 8"
17 / 8"
TRACTION TREADTM Available Configurations Product
Sheet
Material
Gauge
HRP & O Steel or Pre- Galvanized
11 12 13 14 16
5052-H32 Aluminum
.125
HRP & O Steel or Pre-Galvanized Steel
11 13
5052-H32 Al Alumi nu num
. 12 125
3
/ 8 " Carriage Bolt Z/P
Plank Carriage Bolt : 3 / 8 " x (side channel height +1) Planks
Width
Channel Height
Length
36"
N/A
10'-0"
1 1 /2 " & 2"
10'-0" & 12'-0"
7" 10" 12"
3
/ 8" Flat Washer Z/P • Sheet Lengths – 10' (120") • Plank Lengths – 10' & 12' • Special fabrication, cutting or specialty configurations available upon request and special quotation.
3
/ 8" Hex Nut Z/P
Materials
Assembly TM
Z/P = Zinc-Plated Note: Various Sizes Available
All American Grating
1. Align TRACTION TREAD planks or sheets on I-Beam or other anchoring cross member member.. 2. Mark the I-Beam I-Beam for drilling drilling purposes under the third TM or fourth hole from the end of TRACTION TREAD plank or sheet. Drill a pilot hole. TM 3. Remove TRACTION TREAD plank or sheet and drill a finish hole. TM 4. Drill out the hole in TRACTIO TRACTION N TREAD plank or sheet. TM 5. Replace TRACTIO TRACTION N TREAD plank or sheet to its original position. TM Run bolt through TRACTION TRACTION TREAD plank or sheet and I-Beam. Tighten with washer and nut until secure. TM 6. Test for movement or slippage slippage.. If TRACTION TREAD planks or sheets are not secure, check fastening system for loose or missing parts. Repeat steps 1-5. TM
NOTE: Do not walk on TRACTION TREAD planks or sheets if they are not secure. Serious injury could result.
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(1) 3 / 8 " Carriage Bolt (1) 3 / 8" Hex Nut (1) 3 / 8" Flat Washer
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
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118
GRIP STRUT® Heavy Duty
Splice Plates
Splice Plates (Structural) Used for 5" Heavy Duty GRIP STRUT Walkways Walkw ays (24",30" & 36" wide)
®
Kit consists of two (2) 16-ho 16-hole, le, 9 gauge, 5" x 30" splice plates and 32 each of the following:
P–H–SP–U • • •
1 / 2 " x 1 1 / 4 " hex head cap screw Z/P 1 / 2 " – 13 hex nuts Z/P 1 / 2 " flat washers Z/P
27.9 Lbs. per set Z/P = Zinc-Plated
30" 1 7/8"
"
2 / 1
" 5
2
1 7/8"
8 holes –– 3 3/4" O.C. (26 1/4")
"
2 / 1
1 " 2 / 1 1
9
/16" diameter hole
Splice Plate Side View
Works when walkways do not splice on a support member.
1 1/4" "
8 / 5
9 / 16 16" holes
"
"
2 / 1
2 / 1
2
1
" 5
9 gauge "
2 / 1
1
Splice Plate End View
Splice Plate Perspective View
Note: Each splice plate will have 16 holes to eliminate lef t & right r ight plates
All American Grating
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119
Heavy Duty GRIP STRUT® & GRATE LOCK®
Fastening Systems Heavy Duty Butterfly Clip
H-BC-10-SS
Heavy Duty GRIP STRUT® Available Configurations 3
/ 8 " Carriage Carriage Bolt Bolt Z /P
Plank Carriage Bolt : 3 / 8 " x (side channel height + 1") Walkway Carriage Bolt : 3 / 8 " x 2"
Side Channels
Gauge & Type
Widths
Available
Available
Available
2"
11 ga. Galvanized Steel
9 1 / 4 " plank
2 1 /2"
10 ga. Galvanized Steel
13 3 / 4 " plank
3"
9 ga Galvanized Steel
23 1 /4" plank
4"
27 5 / 8 " plank
5" (walkway)
24" walkway 30" walkway
Butterfly Clip (P/N H-BC-10-SS) Stainless Steel
36" walkway
• Standard Lengths – 10', 12' & 24' • Plain HRP&O Steel and Aluminum available upon request and special quotation. • Hot Dip Galvanized is available upon request and special attention. • Special fabrication, cutting or specialty configurations available upon request
3
/ 8" Flat Washe Washerr Z / P
and special quotation.
Materials Drilling Required
Assembly ®
1.
Align Heavy Duty GRIP STRUT on I-Beam or other anchoring cross member member.. Mark the I-Beam I-Beam for drilling purposes under the first ® slot nearest the end of the GRIP STRUT STRUT . Drill a pilot hole. ® Remove GRIP STRUT and drill a finish hole. ® Replace Grip STRUT to its original position. ® Place butterfly clip in GRIP STRUT over the drilled hole. Run bolt through butterfly clip and drilled hole. Tighten with washer and nut until secure. ® Test for movement or slippage . If GRIP STRUT is not secure, check fastening system for loose or missing parts. Repeat steps 1–4.
2. 3
/ 8" Hex Nut Nut Z/ P 3. 4.
5.
Z/P = Zinc-Plated
(1) Butterfly Clip (1) 3 / 8 " Carriage Bolt (1) 3 / 8 " Flat Washer (1) 3 / 8 " Hex Nut
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
®
Note: Do not walk on GRIP STRUT if it is not secure. Serious injury could result.
Anchor J-Bolts
GRATE LOCK® Available Configurations
M-250-J
Side Channels
Gauge & Type
Plank Widths
Available
Available
Available
1
1 /2"
18 ga. Galvanized Steel
3" (solid filler)
1
2 /2"
16 ga. Galvanized Steel
6"
3"
14 ga. Galvanized Steel
9"
5
13 / 16 16" x 2 / 16 16" J-Bolt Z/P
4"
12"
• Standard Lengths – 10', 20' & 24' • Side channels in:
5
/ 16 Washer Z /P 16" Flat Washer
Female/Male (F/M) configuration Male/Male (M/M) configuration Female/Female (F/F) configuration • Surface in smooth (MS) or textured (MG) configuration. • Special fabrication, cutting or specialty configurations available upon request and special quotation.
5
16" Hex Nut Z/P / 16
Assembly
Materials ®
1. Align GRATE–LOCK planks on I-Beam or other anchoring cross member member.. 2. Marks the I-Beam I-Beam for drilling drilling purposes near the outer ® edges of the GRATE-LOCK plank. Drill a pilot hole. ® 3. Remove GRATE-LOCK plank and drill finish holes. ® 4. Replace GRATE-LOCK plank to its original position. Place the threaded end of J-Bolts into drilled holes. Place the "J" end of the J-Bolt in the gutters along ® each edge of the GRATE-LOCK plank. Tighten with washers and nuts until secure. ® 5. Test for movement or slippage. If GRATE-LOCK planks are not secure, check fastening system for loose or missing parts. Repeat steps 1–4.
Z/P = Zinc-Plated All American Grating
®
Note: Do not walk on GRATE GRATE-LOCK -LOCK planks if they are not secure. Serious injury could result.
1-800-962-9692
•
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16" J-Bolt (2) 5 / 16 16" Flat Washer (2) 5 / 16 16" Hex Nut (2) 5 / 16
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
•
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120
Grip Strut ® Walkways
Universal Handrail Bracket
Universal Handrail Bracket The new Universal Handrail Bracket has been designed for use on Heavy Duty Grip Strut ® Walkway Walkway,, Light Duty ® Grip Strut Walkway and Perf-O Grip ® Walkw Walkway ay with both the tube and angle type handrails.
Hardware
Not only can the Universal Handrail Bracket be used with a number of different types of walkways, it can be bolted to the walkway walkwa y material or mechanically fastened. The The option of mechanically chan ically fastening it allows it to be placed anywhere along the walkway walkwa y side channel without the need for drilling holes i n the toe board. This This saves time and money during inst allation.
Clamp
Our walkways make very efficient mechanical walkways or inspection walkways because the material is made in a one piece construction with toe boards and in the direction of the spans. It requires no additional cutting, framing or welding, making this an easy and effective choice for your next walkway project.
s t l o B g n i t t e S
H – BC – 10 Hold Down Clamp Walkway
Profile View 2 3
/ 4 4"
Handrail Bracket
2"
Clamp 2 1 / 2 "
5 1/2"
H-BC-10 Hold Down Clamp Fastener Clip varies based on varies product choice
1 1 7
/ 1 6 "
" 2 1 /
2
Perspective View 1 5 "
" 6 1 / 3 1
4
All American Grating
1-800-962-9692
•
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•
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121
Fastening Systems
PERF–O GRIP®
Bolt Washer Washer Seat
PERF–O GRIP® Available Configurations
P BOLT SEAT
Channel Height
Gauge & Type
Widths
Available
Available
Available
1 1 /2"
11 ga. Galvanized Steel
5" plank
2"
13 ga. Galvanized Steel
7" plank
3"
.125 Aluminum 5052-H32
10" plank
3
/ 8" Carriage Bolt Z / P
Plank Carriage Bolt : 3 / 8" x (side channel height + 1") Walkway Carriage Bolt : 3 / 8" x 2"
5" (walkway)
12" plank 18" plank
• Standard Lengths – 10' & 12''
24" plank
• Plain HRP&O Steel & Aluminum available upon request
Galvanized P Bolt Seat (P/N PBOLTSEAT)
and special quotation. • Hot Dip Galvanized after fabrication is available upon request and special quotation.
2.
/ 8" Flat Was Washer her Z /P 3. 4.
5. 3
/ 8" Hex Hex Nut Z/ P 6.
36" walkway
Materials ®
Align PERF–O GRIP on I-Beam or other anchoring cross member member.. Mark the I-Beam I-Beam for drilling purposes under the ® PERF–O GRIP hole nearest the end. Drill a pilot hole. ® Remove PERF–O GRIP and drill a finish hole. ® Replace PERF–O GRIP to original position. ® Place bolt seat in the PERF–O GRIP hole which is now lined up with the drilled hole. Run the carriage bolt through bolt seat, ® PERF–O GRIP and I-Beam, and tighten with washer and nut until secure. ® Test for movement movement or slippage. If PERF–O GRIP are not secure, chec check k fastening system for loose or missing parts. Repeat steps 1-5.
(1) 3 / 8 " Carriage Bolt (1) P Bolt Bolt Seat (1) 3 / 8 " Flat Washer (1) 3 / 8 " Hex Nut
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
®
Note: Do not walk on PERF–O GRIP if not secure. Serious injury could result.
Z/P = Zinc-Plated
30" walkway
available upon request and special quotation.
Assembly
3
24" walkway
• Special fabrication, cutting or specialty configurations
Slotted Hole
1.
30" plank
Seated J-Clip
PERF–O GRIP® Available Configurations 3
/ 8" Carriage Bolt Z / P
Channel Height
Gauge & Type
Widths
Available
Available
Available
1
1 /2"
11 ga. Galvanized Steel
5" plank
2"
13 ga. Galvanized Steel
7" plank
3"
.125 Aluminum 5052-H32
10" plank
Plank Carriage Bolt : 3 / 8" x (side channel height + 1") Walkway Carriage Bolt : 3 / 8" x 2"
5" (walkway)
Galvanized P Bolt Seat (P/N PBOLTSEAT)
12" plank 18" plank
• Standard Lengths – 10' & 12'' • Plain HRP&O Steel & Aluminum available upon request and special quotation. • Hot Dip Galvanized after fabrication is available upon
Galvanized J-Clip (P/N JCLIP)
request and special quotation.
Assembly
2. 3. 3
/ 8 " Flat Wa Washer sher Z /P 4.
3
/ 8 " Hex Hex Nut Z /P
Z/P = Zinc-Plated
All American Grating
5.
24" walkway 30" walkway 36" walkway
Materials ®
Align PERF–O GRIP planks on I-Beam or other anchoring cross member member.. ® Place bolt seat on center hole of PERF–O GRIP GRIP nearest the overhanging end. ® Place bolt seat on center hole of PERF–O GRIP GRIP plank so that the carriage bolt can slide through. Make sure the lower lip of the J-Clip reaches well into the I-Beam. Run the carriage carriage bolt through the bolt seat to the J-Clip and tighten securely with washer and nut. ® Test for movement movement or slippage. If PERF–O GRIP planks are not secure, check fastening system for loose or missing parts. Repeat steps 1–4. ®
Note: Do not walk on PERF–O GRIP planks if they are not secure. Serious injury could result.
1-800-962-9692
30" plank
• Special fabrication, cutting or specialty configurations available upon request and special quotation.
1.
24" plank
•
www.aagrating.com
(1) Carriage Bolt (1) P Bolt Bolt Seat Seat (1) J-Clip (P/N JCLIP) JCLIP) (1) 3 / 8 " Flat Washer (1) 3 / 8 " Hex Nut
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
•
[email protected]
122
Fastening Systems
GRATE LOCK®
Hold Down Clamp
GRATE LOCK® Available Configurations 1
/ 4 " Plated Self-Tapping Self-Tapping Screw
Clip
Side Channels
Gauge & Type
Plank Widths
P/N
Available
Available
Available
M-HC15
1 1 /2"
18 ga. Galvanized Steel
3" (solid filler)
M-HC25
2 1 /2"
16 ga. Galvanized Steel
6" planks
M-HC30
3"
14 ga. Galvanized Steel
9" planks
M-HC40
4"
12" planks
• Standard Lengths – 10', 20' & 24' • Side channels in: Female/Male (F/M) configuration Male/Male (M/M) configuration
Galvanized Hold Down Clip (P/N M-HC)
Female/Female (F/F) configuration • Surface in smooth (MS) or textured (MG) configuration. • Special fabrication, cutting or specialty configurations available upon request and special quotation.
Assembly
Materials ®
M-HC-15 (1- 1 / 2" Plank) M-HC-25 (2- 1 / 2" Plank) M-HC-30 (3" Plank) M-HC-40 (4" Plank)
1. Align GRATE-LOCK planks on I-Beam or other anchoring cross member member.. 2. Mark the I-Beam I-Beam for drilling drilling purposes under the ® second or third slot from t he end of the GRATE-LOCK plank. Drill a pilot hole. ® 3. Remove GRATE-LOCK plank and drill finish holes. ® 4. Replace GRATE-LOCK plank to its original position. Align hold down clip over the drilled holes. Make sure the top of hold down clip attaches firmly to the ridges ® of the GRATE GRATE-LOCK -LOCK plank. 5. Tighten screws until snug. ® 6. Test for movement or slippage. If GRATE-LOCK planks are not secure, check fastening system for loose or missing parts. Repeat steps 1–5. 7. No drilling required if using Tek screws.
(1) Hold Down Down Clip Clip (2) 1 / 4" Self-Tapping Screws
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
®
Note: Do not walk on GRATE-LOCK planks if they are not secure. Serious injury could result.
Hold Down Clamp
®
GRATE LOCK Available Configurations
RTM-SW Hex Bolt Z / P 5 16 x (side channel height +1") / 16
Side Channels
Gauge & Type
Product Widths
Available
Available
Available
1
1 /2"
18 ga. Galvanized Steel
3" (solid filler)
1
2 /2"
16 ga. Galvanized Steel
6" planks
3"
14 ga. Galvanized Steel
9" planks
Galvanized Square Washer (P/N RTM-SW)
4"
12" planks
• Standard Lengths – 10', 20' & 24' • Side channels in: Female/Male (F/M) configuration 5
Male/Male (M/M) configuration
16" Flat Washe / 16 Washerr Z / P
Female/Female (F/F) configuration • Surface in smooth (MS) or textured (MG) configuration. • Special fabrication, cutting or specialty configurations available upon request and special quotation.
Assembly
Materials ®
5
16" Hex / 16 Hex Nut Z /P
Z/P = Zinc-Plated Note: Bolt, nut and flat washer must be ordered separately.
All American Grating
1. Align GRATE-LOCK planks on I-Beam or other anchoring cross member member.. 2. Mark the I-Beam for drilling purpose. Drill a pilot hole. hole. ® 3. Remove GRATE-LOCK plank and drill finish hole. ® 4. Replace GRATE-LOCK plank to its original position. ® Place hold down clamp in a slot of GRATE-LOCK plank, which is now over the drilled hole. Make sure the hold down clamp and drilled hole line up. ® 5. Run bolt through hold-down clamp, GRATE-LOCK GRATE-LOCK plank, and I-Beam. Tighten with washer and nut until secure. ® 6. Test for movement or slippage. If GRATE-LOCK planks are not secure, check fastening system for loose or missing parts. Repeat steps 1–5. 7. No drilling required if usng Tek screws. ®
Note: Do not walk on GRATE-LOCK planks if they are not secure. Serious injury could result.
1-800-962-9692
•
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16" Hex Bolt (1) 5 / 16 16" Square Washer (1) 5 / 16 16" Hex Nut (1) 5 / 16 16" Flat Washer (1) 5 / 16
Welding A common method of fastening safety grating is welding. It is recommended that all Safety Grating Products be fillet welded per AWS D1.3. For additional information, please contact All American Grating .
•
[email protected]
123
GRATE-LOCK® Interlocking Planks
Galvanized Galvani zed System Components
16" (6 " W): 8 15 / 16 16" (9"W): 16" (12"W) (all ± 1 / 16 16") 5 15 / 16 (9 "W): 1115 / 16
1 1 / 2" ± 1 / 16" 16" 11 / 16" 16" ± 1 / 16" 16" 3 / 8" ± 1 / 16" 16"
Plank Selections
1 1 / / 22" ± 1 / 16" 16" 11 / 16" 16" ± 1 / 16" 16"
4.652" (6"W): 7.562" 7.562" (9" W): 10.562 " (12" W) 3.812" (6"W): 6.812" (9" W): 9.812" (12" W)
3 / / 88" ± 1 / 16" 16"
3
/ 4" TYP
Widths
3"*
4"*
6"
9"
Heights
1 2"** 1 /
2 1 / 2 "
3"
4"
Gauges
18
16
14
Lengths
12'-0"
20'-0"
24'-0"
12"
3
/ 4 "
1 1 / 2 "
3
1 2 ' 0 " , 2 0 ' 0 " & 2 4 ' 0 " ±
/ 4 "
Other Leng ths Available Available * 3" and 4" filler plank is solid, FM interlock. ** The 1
1
/ 2 "
product differs in rung detail and loading capabilities.
Accessories
1
/ 4 "
Female/Male Hold-down Clamp
End Kick Plate
Female/Female
Male/Male
Side Kick Plate
Stair Treads J-Bolt Kick Plate clip
6", 9" &12 &12"" 2"
2" 13
/ 16 16"
7
/ 16 16" Diameter
7
1 1
/ 8 "
Tap Screw (self-drilling)
/ 1 6
"
Hex Head Bolt
2 1
/ 2 "
System Components It em
Carrier Plate
Stair treads are available in standard and custom designs.
Side Kick Plate (14 ga.) 12 ft. lengths
Stair Tread Tread Desi Design/Select gn/Select ion Table Example: MG – textured MS – smooth
[
End Kick Plate (14 ga.) 12 ft. lengths
Tre read ad Surf rfa ace Wid idth th He Heig igh ht Ga Gaug uge e
Kick Plate clip
T-MG62514
T-MG92514
T-MG122514
Span
U
C
U
C
U
C
2'-0"
3722
1461
2357
974
1276
730
2'-6"
2382
1168
1508
974
816
730
3'-0"
1654
1241
1050
974
783
7 30
Pa r t Nu mb er
He ight
M-SK-2514
6 1 / 2 "
M-SK -3014
7"
M- SK - 4014
8"
M-EK-2514
6 1 / 2 "
M-EK-3014
7"
M-EK - 4014
8"
M - KC M-HC-25
2 1 / 2 "
H-HC-30
3"
M-HC-40
4"
J-Bolt
M - 250J
2 1 / 2 "
Tap Screw (self-drilling)
M - SDST- 25
1"
M-100-B
1"
Hold-down clamp
3
4'-0"
931
931
59 3
88 9
442
7 30
/8 " Hex Head bolt with nut and washer
U - Uniform Load (Lbs. per Square Foot) C - Concentrated Load (Lbs.) Intermediate stringer recommended for spans over 4'-0".
All American Grating
1-800-962-9692
•
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•
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124
GRATE–LOCK® Interlocking Planks
1 1 / 2" Channel Height
Component Availability/Galvanized Availability/Galvanized Steel Planks Steel Gauges
Standard
Part
Width
Length
Number
Lbs./L.F.
(percent)
12"
12'-0"
MG–121518
2.9
45
9"
12'-0"
MG–91518
2.3
43
6"
12'-0"
MG–61518
1.9
39
12"
12'-0"
MG–121516
3.5
43
9"
12'-0"
MG–91516
2.9
41
6"
12'-0"
MG–61516
2.3
37
12"
12'-0"
MG–121514
4.2
40
9"
12'-0"
MG–91514
3.5
38
6"
12'-0"
MG–61514
2.7
35
18 ga.
16 ga.
14 ga.
Open Area
MG – textured MS – smooth
Example:
MG-121518 Sur face
Width
Height Gauge
Please specify end configuration: Female/Male, Female/Female or Male/Male
(1) Specify interlock detail of plank, i.e., Female/Male or Male/Male. Refer to the general catalog details on page 124. (2) Traction grip surface is standard. Replace "MG" in part number with "MS" to specify smooth surface (no dimples). Note: Refer to page 120 & 123 for information on accesories. 1 1 / 2" products do not have side channel slots.
1 /4 " ± 1 / / 88 "
.080" 9 /16"" ± 1 / /16 / 88 " 1 7
/
1 6
" ±
1
/
1 6
"
13 /16 /16"" ± 1 / / 116 "
3
Slots & Dimpled Bars are /4" wide
GRATE–LOCK Profile View ®
®
GRATE–LOCK Perspective View Allowable Uniform Loads (Lbs. per square foot)/Deflections (inches)
Channnel Depth (inches) Gauge Width 2'0"
18 . O & . M 3 P . 5 R 6 . H A 1 / 1 /2" 3 1 5 1 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
16
14
2'6"
3'0"
3'6"
4'0"
4'6"
5'0"
5'6"
6'0"
6'6"
7'0"
7'6"
8'0"
8'6"
9'0"
9'6"
10'0" 10'6" 11'0" 11'6" 12'0"
12"
443
283
196
144
110
87
70
58
49
41
36
31
27
24
21
19
17
16
14
13
12
9"
591
378
263
193
147
116
94
78
65
56
48
42
37
32
29
26
23
21
19
17
16
6"
890
570
395
290
222
175
142
117
99
84
72
63
55
49
44
39
35
32
29
26
24
12"
549
351
244
179
137
108
87
72
61
52
44
39
34
30
27
24
22
19
18
16
15
9"
733
469
326
239
183
144
117
97
81
69
59
52
45
40
36
32
29
26
24
22
20
6"
1104
706
490
360
276
218
176
146
122
104
90
78
69
61
54
49
44
40
36
33
30
12"
667
427
296
217
166
131
106
88
74
63
54
47
41
36
32
29
26
24
22
20
18
9"
891
570
396
291
222
176
142
117
99
84
72
63
55
49
44
39
35
32
29
27
24
6"
1341
858
596
438
335
265
214
177
149
127
109
95
83
74
66
59
53
48
44
40
37
.10
.11
.14
.18
.22
.27
.33
.40
.48
.56
.65
.74
.84
.95
1.06
1.18
1.31
1.45
1.59
1.73
1.89
DEFLECTION (inches)
(3) Simple or equal length double spans; multiply uniform load values by 1.07 for three, or 1.04 for four equal length continuous spans. Deflections shown for simple spans (all were within 1/120th of span limitation); mutiply deflection values by 0.71 for equal length double spans, or by 0.76 for three of four equal length continuous spans.
Allowable Concentrated Loads (Lbs.) Depth Gauge W idth 2'0"
2'6"
3'0"
3'6"
4'0"
4'6"
5'0"
5'6"
6'0"
6'6"
7'0"
7'6"
8'0"
8'6"
9'0"
9'6"
10'0" 10'6" 11'0" 11'6" 12'0"
440
352
293
251
220
195
176
160
146
135
125
117
110
103
97
92
88
83
80
76
73
546
437
364
312
273
242
218
198
182
168
156
145
136
128
121
115
109
104
99
95
91
663
531
442
379
331
295
265
241
221
204
189
177
165
156
147
139
132
126
120
115
110
.04
.07
.10
.13
.17
.21
.26
.32
.38
.45
.52
.60
.68
.77
.86
.96
1.06
1.17
1.28
1.40
1.54
12" 18 . O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
9" 6" 12"
16
1 1 /2"
9" 6" 12"
14
9" 6"
DEFLECTION (inches)
(4) Simple spans; multiply concentrated load values by 1.23 for equal length double spans, 1.17 for three, or 1.19 for four equal length continuous spans. Load(s) applied to top section, as a line across entire section width, at center of (each) span.
All American Grating
1-800-962-9692
•
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•
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125
GRATE-LOCK® Interlocking Planks
2 1 / 2" Channel Height
Rung Loading Gauge
18 ga.
16 ga.
14 ga.
Width
Load Type
Load
Deflection (inches)
12"
U C
1057 529
0.07 0.06
9"
U C
1881 705
0.02 0.02
6"
U C
4232 1058
0.04 0.04
12"
U C
1276 638
0.07 0.05
9"
U C
2275 851
0.02 0.02
6"
U C
5118 1134
0.04 0.03
12"
U C
1461 730
0.07 0.06
9"
U C
2597 974 97 4
0.03 0.03
6"
U C
5843 1461
0.05 0.03
U - Allowa Allowable ble uniform load (Lbs. per square foot) C - Allowable concentrated line load per foot of length at mid-width (Lbs.)
1 / 4 " ± 1 / 8 "
.080"
Available in 12'-0", 20'-0" & 24'-0" Call For Special Length Runs See Pages: 120 & 123 for Fastening Systems MG – textured MS – smooth
Example:
MG-122518 Sur face
Width
Height Gauge
Please specify end configuration: Female/Male, Female/Female or Male/Male
9 / 16 16 " ± 1 / 8 "
2 7 / 1 6
±
GRATE–LOCK ® Profile View
1 / 1 6 "
3
Slots & Dimpled Bars are /4" wide
1 " ± 1 / 16" 16"
GRATE–LOCK ® Perspective View
Product Design/Load Table Table Channel Depth (inches)
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
Part N um umbe r
MG122518
2 1 / 2"
MG92518
MG62518
MG122516 . O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
2 1 / 2"
MG92516
MG62516
MG122514 . O & . M 3 P . 5 R 6 . H A / 3 1 5 1 6 0 1 A A : : d h e s z i i n n i a F v l l l a i G M
2 1 / 2"
MG92514
Load Ga ug ug e W id id th th L bs bs ././L .F .F. Type
18 ga.
18 ga.
18 ga.
16 ga.
16 ga.
16 ga.
14 ga.
14 ga.
12"
9"
6"
12"
9"
6"
12"
9"
U D
1057 .03
552 .10
312 .17
200 .27
140 .39
103 .54
80 .71
64 .90
52 1.13
43 1.38
36 1.61
31 1.91
27 2.23
23 2.47
20 2.83
18 3.20
16 3.60
C D
529 .01
529 .05
529 .12
501 .22
420 .31
362 .43
319 .57
286 .72
260 .90
239 1.09
217 1.33
207 1.57
194 1.85
184 2.15
175 2.48
167 2.85
160 3.24
U D
1552 .05
691 .10
390 .18
251 .28
175 .41
129 .56
100 .74 .7 4
79 .95
65 1.18
54 1.44
46 1.73
40 2.05
35 2.41
30 2.80
27 3.22
24 3.69
21 4.01
C D
705 .02
705 .07
585 .14
470 .23
394 .33
339 .45
299 .59
268 .76
243 .94
223 1.15
207 1.38
193 1.64
181 1.93
171 2.24
163 2.58
153 2.91
145 3.27
U D
2141 .04
954 .09
538 .16
346 .25
241 .36
178 .50
137 .65
109 .83
89 1.04
74 1.27
63 1.52
54 1.80
47 2.11
42 2.45
37 2.82
33 3.23
30 3.67
C D
1053 .04
715 .07
538 .13
432 .20
362 .29
312 .40
274 274 .52
246 .67
223 .83
204 1.01
189 1.22
176 17 6 1.44
165 1.69
156 1.96
148 2.26
141 2.58
135 2.93
U D
1276 .03
655 .10
370 .17
238 .27
166 .39
123 .54
95 .71
76 .91
62 1.13
52 1.39
44 1.67
37 1.94
32 2.21
28 2.55
24 2.81
22 3.34
20 3.59
C D
638 .01
638 .05
638 .12
595 .22
499 .31
432 .43
381 .57
342 .72
312 .91
285 1.10
261 1.31
241 1.53
224 1.78
209 2.04
196 2.34
184 2.63
174 2.94
U D
1949 .05
869 .10
491 .18
316 .29
220 .41
163 .57
126 .75
100 .96
82 1.19
69 1.46
58 1.76
49 2.05
43 2.39
37 2.69
33 3.16
29 3.48
26 3.92
C D
851 .02
851 .09
736 .15
592 .23
496 .33
428 .45
378 .60
339 .76
308 .95
383 1.17
261 1.40
241 1.64
224 1.90
209 2.19
196 2.48
184 2.77
174 3.15
U D
2774 1235 .04 .09
696 .17
447 .26
312 .38
230 .51
177 .67
140 .86
114 1.06
95 1.30
81 1.55
69 1.84
60 2.15
53 2.49
47 2.86
42 3.26
38 3.69
C D
1134 .02
926 .07
696 .13
559 .21
467 .30
402 .41
354 .54
316 .69
286 .85
262 1.04
242 1.24
225 1.47
211 21 1 1.72
198 1.99
188 2.29
178 2.61
170 2.95
U D
1276 .03
783 .10
442 .17
284 .27
199 .39
147 .54
113 .71
90 .91
74 1.13
62 1.38
52 1.63
44 1.94
38 2.20
35 2.70
29 2.92
28 3.58
25 4.08
C D
730 .01
730 .05
730 .12
711 711 .22
596 .31
514 .43
454 .57
407 .72
370 .90
338 1.09
310 1.31
286 1.53
266 1.77
248 2.04
233 2.33
219 2.63
207 2.96
U D
2357 1050 .04 .10
593 .18
381 .28
266 .41
196 .56
151 .74 .7 4
121 .94
98 1.17
82 1.43
70 1.72
58 1.88
50 2.21
45 2.57
40 2.96
36 3.39
32 3.85
889 .14
714 .23
598 .33
516 .45
454 .59
407 .75
369 .94
339 1.14
314 1.38
282 1.50
265 1.77
250 2.05
238 2.37
227 2.71
218 3.08
3.70
3.16
2.62
4.55
3.89
3.22
5.62
4.80 C D
MG62514
14 ga.
6"
Maximum Safe Clear Span 2'-0"" 3'-0 2'-0 3'-0"" 4'-0 4'-0"" 5'-0 5'-0"" 6'-0 6'-0"" 7'-0 7'-0"" 8'-0 8'-0"" 9'-0 9'-0"" 10 10'-0"1 '-0"11 1'- 0"12' 0"12'--0" 13' 3'-- 0" 14 14''-0" 15' 5'-- 0"16' 0"16'-0 -0"" 17' 7'-0"18 -0"18'-0 '-0""
974 974 .02
974 974 .07
U D
3722 1654 .05 .10
931 .18
596 .29
414 .42
304 .56
233 .74 .7 4
184 .93
149 1.15
123 1.39
103 1.65
88 1.93
76 2.25
66 2.57
58 2.91
52 3.32
46 3.70
C D
1461 1241 .03 .09
931 .14
744 .23
620 .33
532 .45
465 .58
414 .74 .7 4
372 .092
338 1.11
310 1.32
286 1.55
266 1.80
248 2.06
233 2.36
219 2.65
207 2.98
3.98
U - Allow Allowable able simple span uniform load (Lbs. per square foot). C - Allowa Allowable ble simple span concentrated line load (Lbs.) at mid-span. D - Vertical deflection (inches) at mid-span.
All American Grating
1-800-962-9692
•
Safe allowable loads with deflections equal to or less than L/120
www.aagrating.com
•
Safe allowable loads with deflections equal to or less than L/240
[email protected]
126
GRATE-LOCK® Interlocking Planks
3" Channel Height
Rung Loading
Gauge
18 ga.
16 ga.
14 ga.
Width
Load Type
Load
12"
U C
1057 529
Deflection (inches) 0.07 0.06
9"
U C
1881 705
0.02 0.02
6"
U C
4322 1058
0.04 0.04
12"
U C
1276 638
0.07 0.05
9"
U C
2275 851
0.02 0.02
6"
U C
5118 1134
0.04 0.03
12"
U C
1461 730
0.07 0.06
9"
U C
2597 974 97 4
0.03 0.03
6"
U C
5843 1461
0.05 0.03
Available in 12'-0", 20'-0" & 24'-0" Call For Special Length Runs See Pages: 120 & 123 for Fastening Systems MG – textured MS – smooth
Example:
MG-123018 Sur face
Width
Height Gauge
Please specify end configuration: Female/Male, Female/Female or Male/Male
U - Allowa Allowable ble uniform load (Lbs. per square foot) C - Allowa Allowable ble concentrated line load per foot of length at mid-width (Lbs.) 1 / 4 " ± 1 / 8 "
.080"
9 / 16"" ± 1 / / 16 / 88 "
2 1
5 / 1 6
±
GRATE–LOCK® Profile View
1 / 1 6 "
3
Slots & Dimpled Bars are /4" wide
1 " ± 1 / 16"" / 16
GRATE–LOCK® Perspective View
Product Design/Load Table Table Channel Depth (inches)
Part N um umb er er
Maximum Safe Clear Span Load 3'-0" -0" 4'-0" 5'-0" 6' 6'-0" -0" 7' 7'-0" -0" 8' 8'-0" -0" 9' 9'-0" -0" 10' 0'-0"11 -0"11''-0"12 -0"12'-0 '-0"13 "13'-0 '-0"14 "14'-0 '-0"15 "15'-0" '-0"1 16'-0" 6'-0"17 17'-0" '-0"18 18'-0" '-0" G au au ge ge Wi dt dt h Lb s. s./ L. L.F. Type 2'-0" 3'
MG123018 18 ga. . O & . M 3 P . 5 R . 6 H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
3"
MG93018
MG63018
18 ga.
18 ga.
MG123016 16 ga ga. . O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
3"
MG93016
MG63016
16 ga.
16 ga.
MG123014 14 ga ga. . O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
3"
MG93014
14 ga.
12"
9"
6"
12"
9"
6"
12"
9"
U D
1057 .02
611 611 .07
345 .12
222 .19
155 .28
114 .39
88 .51
70 .65
57 .80
48 .98
41 1.20
35 1.43
31 1.68
27 1.95
24 2.25
22 2.58
20 2.93
C D
529 .01
529 .03
529 .07
529 .14
472 .22
405 .31
354 .41
316 .52
287 .64
263 .79
244 .95
229 1.14
215 1.34
203 1.56
193 1.80
184 2.06
177 2.34
U D
1881 .03
840 .08
472 .13
302 .21
210 .31
154 .42
118 .55
93 .68
76 .86
62 1.01
52 1.21
45 1.43
39 1.70
34 1.93
30 2.23
26 2.47
24 2.81
C D
705 .01
705 .04
705 .11 .1 1
567 .17
472 .24
405 .33
354 .44
315 .55
283 .68
258 .82
236 .98
218 1.15
202 1.32
189 1.52
177 1.74
168 1.97
161 2.24
U D
2834 1260 .04 .07
709 .13
453 .21
315 .29
231 .39
177 .52
140 .66
113 .80
94 .99
79 1.19
67 1.37
58 1.14
50 1.82
44 2.08
39 2.34
35 2.60
C D
1058 .02
945 .06
709 .11 .1 1
567 .16
472 .23
405 .32
354 .42
315 .53
283 .65
258 .60
236 .93
218 1.11
202 1.28
189 1.47
177 1.66
167 1.14
157 2.09
U D
1276 .02
775 .07
438 .12
282 .20
197 .28
160 .45
123 .59
98 .75
80 .93
66 1.13
56 1.35
45 1.43
39 1.69
35 1.96
31 2.27
28 2.61
25 2.97
C D
638 .01
638 .03
638 .07
638 .15
591 .23
559 .36
492 .47
440 .60
398 .74 .7 4
365 .90
337 1.08
293 1.15
276 1.35
262 1.57
249 1.82
238 2.09
229 2.38
U D
2275 1029 .03 .07
581 .13
373 .21
261 .30
193 .41
149 .54
118 .69
97 .87
81 1.06
69 1.27
59 1.51
52 1.77
46 2.06
40 2.37
36 2.70
33 3.05
C D
851 .01
851 .04
851 .11 .1 1
700 .17
587 .24
506 .33
446 .44
400 .56
363 .69
333 .85
309 1.02
288 1.21
271 1.42
256 1.65
242 1.89
230 2.16
220 2.44
U D
3418 1519 .03 .07
854 .12
547 .20
380 .28
279 .39
214 .50
169 .64
137 .79
113 .95
95 1.13
82 1.34
71 1.56
62 1.81
55 2.08
49 2.37
45 2.68
C D
1134 1134 .02 .05
854 .10
684 .15
570 .23
480 .31
427 .40
380 .51
342 .63
310 .76
286 .91
266 1.07
249 1.25
234 1.45
221 1.66
210 1.89
201 2.14
U D
1461 .02
950 .07
536 .13
345 .20
241 .29
178 .40
137 .53
109 .67
89 .84
74 1.02
63 1.23
54 1.46
47 1.71
42 1.99
37 2.29
33 2.62
30 2.98
C D
730 .01
730 .03
730 .07
730 .14
722 .23
622 .32
548 .42
491 .54
446 .67
409 .82
379 .98
353 1.17
332 1.37
314 1.59
298 1.83
284 2.10
272 2.38
U D
2597 1477 .03 .09
831 .16
532 .25
369 .36
271 .48
208 .63
164 .79
133 .98
110 1.19
92 1.40
79 1.67
68 1.94
59 2.18
52 2.53
46 2.81
41 3.14
974 974 .10
974 974 .20
831 .28
712 .38
623 .50
554 .63
498 .78
453 .95
415 1.12
383 1.32
356 1.54
332 1.76
311 31 1 2.00
293 2.27
277 2.54
3.88
3.34
2.80
4.77
4.11
3.44
5.89
5.07 C D
MG63014
14 ga.
6"
974 974 .01
974 974 .04
U D
4984 2215 1246 .04 .09 .15
797 .24
554 .34
407 .46
311 311 .60
246 .76
199 .94
165 1.14
138 1.35
118 1.60
102 1.85
89 2.12
78 2.42
69 2.72
62 3.05
C D
1461 1461 1246 .02 .06 .12
997 .19
831 .27
712 .36
623 .48
554 .61
498 .75
453 .91
415 1.08
383 1.27
356 1.48
332 1.70
311 31 1 1.92
293 2.18
277 2.43
4.25
U - Allowa Allowable ble simple span uniform load (Lbs. per square foot). C - Allowa Allowable ble simple span concentrated line Load (Lbs.) at mid-span. D - Vertical deflection (inches) at mid-span.
All American Grating
1-800-962-9692
•
Safe allowable loads with deflections equal to or less than L/120
www.aagrating.com
•
Safe allowable loads with deflections equal to or less than L/240
[email protected]
127
GRATE-LOCK® Interlocking Planks
4" Channel Height
Rung Loading
Gauge
18 ga.
16 ga.
14 ga.
Width
Load Type
Load
12"
U C
1057 529
Deflection (inches) 0.07 0.06
9"
U C
1881 705
0.02 0.02
6"
U C
4322 1058
0.04 0.04
12"
U C
1276 638
0.07 0.05
9"
U C
2275 851
0.02 0.02
6"
U C
5118 1134
0.04 0.03
12"
U C
1461 730
0.07 0.06
9"
U C
2597 974 97 4
0.03 0.03
6"
U C
5843 1461
0.05 0.03
U - Allowa Allowable ble uniform load (Lbs. per square foot) C - Allowa Allowable ble concentrated line load per foot of length at mid-width (Lbs.)
1 / 4 " ± 1 / / 88 "
.080"
Available in 12'-0", 20'-0" & 24'-0" Call For Special Length Runs See Pages: 120 & 123 for Fastening Systems MG – textured MS – smooth
Example:
MG-124018 Sur face
Width
Height Gauge
Please specify end configuration: Female/Male, Female/Female or Male/Male
9 / 16" 16" ± 1 / / 88 "
3 1
5 / 1 6
±
®
GRATE–LOCK Profile View
1 / 1 6 "
1 " ± 1 / 16" 16" ®
GRATE–LOCK Perspective View
Product Design/Load Table Table Channel Depth (inches)
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
Part Number
MG124018
4"
MG94018
MG64018
MG124016 . O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
4"
MG94016
MG64016
MG124014
4"
MG94014
Maximum Safe Clear Span
Gauge
18 ga.
18 ga.
18 ga.
16 ga.
16 ga.
16 ga.
14 ga.
14 ga.
Width
12"
9"
6"
12"
9"
6"
12"
9"
Load 2'-0" 3'-0 3'-0"" 4'-0 4'-0"" 5'-0" 6'-0" 7'-0 7'-0"" 8'-0 8'-0"" 9'-0" 10' 0'-0" -0" 11'-0"12' '-0"12'-0"1 -0"13' 3'-0"14 -0"14'-0 '-0"15' "15'-0"1 -0"16' 6'-0"1 -0"17'-0 7'-0"18' "18'-0 -0"" Lbs./L.F. Type 2'-0" U D
1057 .03
996 .06
560 .11 .1 1
359 .16
249 .24
183 .34
140 .42
111 .54
90 .66
74 .81
62 0.96
53 1.09
46 1.26
40 1.45
35 1.65
31 1.90
28 2.11
C D
529 .00
529 .01
529 .04
529 .08
529 .13
529 .21
529 .32
498 .44
448 .53
408 0.65
374 37 4 0.77
345 0.87
320 1.01
299 1.17
280 1.33
264 1.50
249 1.68
U D
1881 1329 .02 .06
747 .12
478 .18
332 .26
244 .35
187 .47
148 .58
120 .72
99 0.86
83 1.03
71 1.21
61 1.41
53 1.60
47 1.83
41 2.05
37 2.34
C D
705 .01
705 .06
705 .12
705 .20
641 .28
560 .36
498 .46
448 .57
408 0.70
374 37 4 0.83
345 0.96
320 1.12
299 1.28
280 1.47
264 1.65
249 1.85
U D
4232 1993 1121 .03 .06 .10
717 .18
498 .25
366 .34
280 .44
221 .55
179 .69
148 0.83
125 0.99
106 1.17
92 1.35
80 1.54
70 1.77
62 1.98
55 2.24
C D
1058 1058 1058 .01 .04 .08
897 .13
747 .19
641 .26
560 .35
498 .45
448 .55
408 0.67
374 37 4 0.80
345 0.93
320 1.07
299 1.24
280 1.41
264 1.60
249 1.78
U D
1276 1215 .03 .06
685 .11 .1 1
439 .17
306 .25
226 .34
173 .45
138 .51
112 .71
93 0.86
79 1.03
69 1.11
60 1.29
53 1.49
47 1.71
42 1.95
37 2.20
C D
638 .00
638 .01
638 .04
638 .08
638 .14
638 .21
638 .33
619 .46
560 .57
512 0.69
472 0.83
450 0.89
420 1.03
395 1.20
373 1.37
354 1.56
337 1.76
U D
2275 1612 .02 .06
907 .10
580 .16
403 .24
296 .37
227 .48
179 .60
145 .75
120 0.91
101 10 1 1.07
86 1.27
75 1.48
66 1.71
58 1.96
52 2.22
47 2.51
C D
851 .01
851 .05
851 .10
851 .18
777 .29
680 .38
604 .49
544 .60
495 0.73
453 0.86
420 1.01
393 1.18
369 1.37
348 1.56
330 1.78
314 2.01
U D
5118 2418 1360 .02 .06 .10
870 .16
604 .22
444 .30
340 .40
269 .51
218 .63
180 .76
151 0.90
129 1.05
111 1.22
97 1.41
85 1.59
75 1.80
67 2.02
C D
1134 1134 1134 1088 .01 .03 .07 .12
907 .18
777 .25
680 .32
604 .41
544 .50
495 .60
453 0.72
418 0.85
389 0.98
363 1.13
340 1.28
320 1.44
302 1.61
U D
1461 1448 .01 .06
814 .10
521 .16
362 .24
266 .32
204 .42
161 .54
131 .67
109 0.82
92 0.98
79 1.16
69 1.35
61 1.57
54 1.80
48 2.06
43 2.33
C D
730 .00
730 .04
730 .07
730 .12
730 .20
730 .30
724 .43
655 .54
599 0.65
554 0.78
515 0.93
483 1.08
455 1.26
430 1.44
409 1.65
3.91 1.87
U D
2597 1988 1120 .02 .06 .11 .1 1
719 .17
501 .25
369 .34
284 .44
225 .57
184 .70
153 0.85
129 1.02
111 1.21
96 1.41
84 1.63
75 1.88
67 2.14
60 2.42
974 974 .10
974 974 .17
969 .27
852 .36
761 .45
688 .56
629 .68
581 0.82
540 0.97
505 1.13
475 1.31
449 1.50
426 1.71
406 1.93
724 .28
532 .37
407 .48
322 .61
261 0.75
215 0.91
181 1.08
154 1.26
133 1.47
116 1.69
102 1.92
91 2.19
82 2.48
931 .30
814 .39
724 .49
651 0.60
592 0.73
543 0.87
501 1.01
465 1.18
434 1.35
407 1.54
386 1.75
367 1.98
4.24
3.70
3.16
5.21
4.55
14 ga.
6"
851 .02
3.89
6.49 730 .01
5.62 C D
MG64014
705 .02
974 974 .01
974 974 .02
974 974 .05
U D
5843 2895 1629 1042 .03 .06 .12 .19
C D
1461 1461 1461 1303 1086 .01 .04 .09 .15 .21
4.80
U - Allowable simple span uniform load (Lbs. per square foot). C - Allowa Allowable ble simple span concentrated line load (Lbs.) at midspan. D - Vertical deflection (inches) at mid-span.
All American Grating
1-800-962-9692
Safe allowable loads with deflections equal to or less than L/120
•
www.aagrating.com
•
Safe allowable loads with deflections equal to or less than L/240
[email protected]
128
PERF-O GRIP®
2-Hole Plank – 5" Width
1 4 15 / 16 16" ± / 16 16" 3 / 32" nominal 11
1
1 /32" ± /32"
1 1 / 2" or 2" ± 1 / 16 16"
90°±1°
7 / 8" ± 1 / 8"
Vi ew PERF-O GRIP® Top View
7 / 8" ± 1 / 8"
PERF-O GRIP® Profile View
Raised dimples for traction
Product Design/Load Table Table Plank Material
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
Depth Inches
11 / 2 "
Part Number
P21513
Weight Load Lbs./L. Lbs ./L.F F. Type
2 3 H - Aluminum 2 0.125" 5 0 5
6 1 3 Stainless T & Steel 4 16 ga. 0 3 T 6 1 3 Stainless T & Steel 4 14 ga. 0 3 T
2"
2"
2"
P22013
P220.125
P22016S
P22014S
2'-0" 2' -0" 2' 2'-6" -6" 3' 3'-0" -0" 3' 3'-6" -6" 4' 4'-0" -0" 4' 4'-6" -6" 5' 5'-0" -0" 5' 5'-6" -6" 6' 6'-0" -0" 6' 6'-6" -6" 7' 7'-0" -0" 7' 7'-6" -6" 8' 8'-- 0" 9' 9'-0" -0" 10'- 0"1 "11 1'- 0"1 "12 2'-0 '-0""
U
2008 1287 895
659
505
400
325
269
227
194
168
146
130
103
85
70
60
D
0.05 0.08 0.11 0.15 0.20 0.25 0.31 0.38 0.45 0.53 0.62 0.71 0.82 1.04 1.30 1.57 1.90
C
836
338
308
284
D
0.04 0.06 0.09 0.12 0.16 0.20 0.25
0.3
0.36 0.43 0.49 0.57 0.65 0.83 1.04 1.27 1.52
U
3035 1944 1352 994
405
341
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.41 0.47 0.54 0.62 0.79 0.98 1.20 1.43
C
1228 1003 845
D
0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.28 0.32 0.38 0.43 0.50 0.63 0.79 0.96 1.15
U
2910 1863 1294 950
D
0.08 0.12 0.18 0.24 0.32 0.40 0.50 0.60 0.72 0.84 0.98 1.12 1.27 1.61 1.99 2.41 2.87
C
1213 970
D
0.06 0.10 0.14 0.20 0.25 0.32 0.40 0.48 0.57 0.67 0.78 0.90 1.02 1.29 1.60 1.93 2.29
U
2781 2049 1422 1046 800
D
0.05 0.08 0.12 0.16 0.21 0.26 0.32 0.39 0.46 0.54 0.63 0.72 0.82 1.04 1.28 1.56 1.85
C
1334 1066 889
D
0.04 0.06 0.09 0.13 0.16 0.21 0.26 0.31 0.37 0.43 0.50 0.58 0.66 0.83 1.03 1.25 1.48
U
3684 2410 1673 1230 942
D
0.06 0.08 0.13 0.17 0.22 0.27 0.34 0.41 0.49 0.57 0.66 0.77 0.87 1.10 1.36 1.65 1.95
C
1569 1255 1046 896
D
0.05 0.07 0.10 0.14 0.17 0.22 0.27 0.33 0.39 0.46 0.54 0.61 0.70 0.88 1.09 1.31 1.57
2.6
Steel 13 ga.
2"
Maximum Safe Clear Span
670
559
481
421
762
375
603
490
263
292
244
253
229
221
216
194
194
155
176
126
162
105
150
89
2.9 725
635
728
566
575
510
466
465
385
427
323
395
276
368
237
344
207
324
182
290
143
263
116
240
96
223
81
1.3 809
693
606
539
632
485
512
441
424
404
355
373
303
346
262
323
227
303
200
270
159
243
128
221
106
202
89
1.8 761
666
593
744
534
602
485
498
445
418
410
357
381
307
355
267
334
235
296
186
267
151
243
125
223
105
2.1 784
697
627
570
523
H.R.P.. & O. = Hot Rolled H.R.P Roll ed Pickled & Oiled
482
448
418
392
349
314
286
262
See Page: 122 for Fastening Ideas 10'–0" & 12'–0" Standard Lengths 10'–0" Lengths Call for Special Length Runs
U – Allowable uniform load (in Lbs. per square foot) C – Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
129
PERF-O GRIP®
3-Hole Plank – 7" Width 1 6 15 / 16 16" ± / 16 16" 3 / 32" nominal
11
1 1 / 2 ", 2" or 3" ± 1 / 16 16"
1
1 /32" ± /32"
90°±1°
7 / 8" ± 1 / 8"
Vi ew PERF-O GRIP® Top View
Raised dimples for traction
7 / 8" ± 1 / 8"
PERF-O GRIP® Profile View
Product Design/Loa Design/Load d Table
Plank Material
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M r o M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Depth Inches
1 1 / 2 "
Part Weight Load Number Lbs./ L.F. Type
P31513
1 1 / 2 "
Steel 11 ga.
2"
3"
2 3 H - Aluminum 2 0.125" 5 0 5 6 1 3 Stainless T Steel & 4 16 ga. 0 3 T 6 1 Stainless 3 T & Steel 4 14 ga. 0 3 T
2"
2"
2"
P32013
P31511
P32011
P33011
P320.125
P32016S
P32014S
U
1536 984
685
504
387
306
249
206
174
149
129
112
100
79
65
55
46
D
0.05 0.07 0.11 0.14 0.19 0.24 0.29 0.36 0.43 0.50 0.58 0.67 0.77 0.98 1.22 1.51 1.81
C
914
D
0.04 0.06 0.08 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.61 0.78 0.98 1.20 1.44
U
1965 1473 1024 754
D
0.03 0.06 0.08 0.11 0.14 0.18 0.23 0.27 0.33 0.38 0.44 0.51 0.58 0.74 0.92 1.13 1.36
C
1369 1096 913
D
0.03 0.05 0.07 0.09 0.12 0.15 0.18 0.22 0.26 0.31 0.35 0.41 0.47 0.59 0.74 0.90 1.08
U
1981 1269 883
D
0.05 0.07 0.11 0.15 0.19 0.24 0.30 0.36 0.43 0.51 0.59 0.68 0.78 0.98 1.22 1.50 1.81
C
1165 932
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34 0.40 0.47 0.54 0.62 0.79 0.98 1.20 1.44
U
2899 1978 1375 1012 776
D
0.03 0.06 0.08 0.11 0.15 0.19 0.23 0.28 0.34 0.40 0.47 0.54 0.62 0.78 0.97 1.18 1.42
C
1762 1410 1175 1032 904
D
0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.27 0.32 0.37 0.43 0.49 0.63 0.78 0.95 1.14
U
5806 3716 2581 1898 1454 1150 932
D
0.03 0.04 0.06 0.08 0.11 0.13 0.17 0.20 0.24 0.28 0.33 0.37 0.43 0.54 0.67 0.81 0.98
C
3188 2550 2125 1822 1594 1417 1275 1159 1132 1050 976
D
0.02 0.03 0.04 0.06 0.07 0.10 0.12 0.15 0.19 0.22 0.26 0.30 0.34 0.43 0.54 0.65 0.78
U
2138 1491 1035 761
D
0.07 0.14 0.20 0.27 0.35 0.44 0.54 0.66 0.78 0.92 1.07 1.23 1.39 1.76 2.18 2.64 3.14
C
1509 1207 1006 862
D
0.07 0.11 0.16 0.21 0.28 0.35 0.44 0.53 0.63 0.74 0.85 0.98 1.12 1.41 1.74 2.11 2.51
U
1419 1399 971
D
0.03 0.07 0.10 0.13 0.17 0.22 0.27 0.33 0.39 0.46 0.53 0.61 0.70 0.88 1.09 1.31 1.56
C
1275 1021 850
D
0.03 0.05 0.08 0.11 0.14 0.18 0.22 0.26 0.31 0.37 0.43 0.49 0.56 0.70 0.87 1.05 1.25
U
1879 1571 1091 801
D
0.04 0.07 0.10 0.14 0.18 0.22 0.27 0.33 0.40 0.47 0.54 0.62 0.70 0.89 1.10 1.33 1.59
C
1432 1145 954
D
0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.32 0.37 0.43 0.49 0.56 0.71 0.88 1.06 1.27
3.0
Steel 13 ga.
2"
Maximum Safe Clear Span 2'-0" 2' -0" 2' 2'-6" -6" 3'-0 '-0"" 3' 3'-6" -6" 4' 4'-0" -0" 4'-6 '-6"" 5'-0" 5'-0" 5' 5'-6" -6" 6' 6'-0" -0" 6' 6'-6" -6" 7' 7'-0" -0" 7' 7'-6" -6" 8'-0 '-0"" 9' 9'-0"10 -0"10''-0" -0"1 11'-0 -0"1 "12' 2'-0 -0""
731
609
522
457
578
406
458
366
371
332
307
305
259
283
222
263
192
246
167
232
147
208
118
190
96
174
80
162
68
3.3 783
650
685
498
609
394
548
320
498
265
456
224
421
191
391
165
366
144
344
128
308
101
279
83
257
69
237
59
4.2 777
666
582
518
614
467
498
426
411
391
347
362
302
337
261
316
228
297
201
266
160
241
130
222
108
205
92
4.6 805
726
661
771
607
649
573
554
533
479
499
417
469
367
420
291
380
236
348
196
321
166
4.8
582
460
372
308
258
221
190
913
166
857
146
764
115
690
93
630
77
581
65
1.7
714
755
546
671
432
604
350
549
289
503
243
464
207
431
178
402
155
377
137
335
107
302
88
274
72
252
61
2.4 729
638
614
567
485
510
393
464
325
425
273
392
232
365
200
341
175
319
153
283
121
255
98
232
81
213
69
2.8 818
715
637
573
521
478
H.R.P.. & O. = Hot Rolled H.R.P Roll ed Pickled & Oiled
440
409
382
358
318
287
261
239
See Page: 122 for Fastening Ideas 10'–0" 10' –0" & 12'–0" Standar Standard d Lengths Call for Special Length Runs
U – Allowable uniform load (in Lbs. per square foot) C – Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical Vertical deflection (inches) of side channels at mid-span resulting from allowable load
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
130
PERF-O GRIP®
5-Hole Plank – 10" Width 11
1
1 /32" ± /32"
1 9 15 / 16 16" ± / 16 16"
3 / 32" nominal 1 1 /2"
90°±1°
7
/ 8" ± 1 / 8"
Vi ew PERF-O GRIP Top View ®
2", 3" ± 1 /16"
7
1 / 8" ± / 8"
PERF-O GRIP® Profile View Raised dimples for traction
Product Design/Load Table Table
Plank Material
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Depth Inches
11 / 2"
Part Weight Load Number Lbs./L.F. Type
P51513
1 1 / 2 "
Steel 11 ga.
2"
3"
2 3 H - Aluminum 2 0.125 5 0 5
6 1 3 Stainless T Steel & 4 16 ga. 0 3 T 6 1 3 Stainless T & Steel 4 14 ga. 0 3 T
2"
2"
2"
P52013
P51511
P52011
P53011
P520.125
P52016S
P52014S
U
963
745
517
380
291
230
187
154
129
110
95
83
73
58
46
38
32
D
0.04 0.08 0.11 0.15 0.19 0.24
0.3
0.36 0.43 0.51 0.59 0.67 0.77 0.98
1.2
1.44 1.71
C
855
388
353
191
176
D
0.03 0.05 0.09 0.12 0.15 0.19 0.24 0.29 0.35 0.41 0.47 0.54 0.61 0.78 0.95 1.16 1.39
U
1735 1110 771
D
0.04 0.06 0.08 0.11 0.15 0.18 0.23 0.28 0.33 0.39 0.45 0.52 0.59 0.75 0.91 1.14 1.34
C
1297 1038 865
741
648
645
368
327
297
D
0.02 0.04 0.05 0.08
0.1
0.15 0.18 0.22 0.26 0.31 0.36 0.41 0.47
0.6
0.79 0.89 1.06
U
1385 888
618
455
349
276
71
D
0.05 0.07
0.1
0.14 0.18 0.23 0.29 0.35 0.41 0.49 0.57 0.65 0.75 0.95
1.2
1.45 1.74
C
1086 888
772
663
318
299
268
244
225
D
0.03 0.05 0.08 0.11 0.15 0.18 0.23 0.28 0.33 0.39 0.45 0.52
0.6
0.76 0.96 1.17 1.39
U
2261 1447 1005 739
142
112
D
0.04 0.06 0.08 0.11 0.15 0.19 0.23 0.28 0.33 0.39 0.45 0.52 0.59 0.75 0.92 1.12 1.32
C
1670 1336 1113 954
473
421
378
D
0.02 0.04 0.06 0.08 0.11 0.14 0.18 0.22 0.27 0.31 0.36 0.42 0.47
0.6
0.74 0.89 1.06
U
4214 2697 1873 1376 1053 832
208
168
D
0.03 0.04 0.06 0.08
C
3095 2476 2064 1769 1548 1376 1238 1126 1032 952
D
0.02 0.03 0.04 0.05 0.07 0.08 0.11 0.14 0.16 0.19 0.24 0.28 0.33 0.41 0.51 0.62 0.74
U
1048 1022 710
400
316
256
131
115
101
D
0.05 0.12 0.18 0.24 0.31
0.4
0.49 0.59 0.71 0.83 0.96
1.1
1.26 1.59 1.96 2.37 2.83
C
1431 1145 954
636
572
382
358
318
286
260
238
D
0.06 0.09 0.13 0.19 0.25 0.32 0.39 0.47 0.57 0.66 0.77 0.88
1.0
1.27 1.57
1.9
2.26
U
1418 907
630
463
88
47
39
D
0.04 0.07
0.1
0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.52 0.59 0.67 0.85 1.06 1.28
1.5
C
1148 918
765
656
574
430
393
363
197
D
0.03 0.05 0.07
0.1
0.13 0.17 0.21 0.26
0.3
0.36 0.41 0.48 0.54 0.69 0.85 1.02 1.22
U
1600 1024 711
522
400
178
152
130
114
D
0.04 0.07
0.13 0.17 0.22 0.27 0.32 0.38 0.45 0.52
0.6
0.68 0.86 1.07 1.28 1.54
C
1296 1037 864
741
648
355
334
D
0.03 0.05 0.07
0.1
0.13 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.69 0.85 1.03 1.22
3.8
Steel 13 ga.
2"
Maximum Safe Clear Span 2'-0" 2' -0" 2' 2'-6" -6" 3' 3'-0" -0" 3' 3'-6" -6" 4'-0 '-0"" 4'-6" 4'-6" 5'-0 '-0"" 5' 5'-6" -6" 6' 6'-0" -0" 6'-6 '-6"" 7'-0 '-0"" 7'-6 '-6"" 8' 8'-0" -0" 9' 9'-0"10 -0"10''-0 -0"1 "11' 1'-0"1 - 0"12' 2'-0" - 0"
684
645
554
568
485
435
431
344
281
232
323
196
298
167
277
144
259
126
242
110
216
88
70
60
162
50
4.1 584
225
532
186
489
157
453
134
422
117
392
101
90
59
267
48
245
41
5.2 582
567
518
449
467
364
426
300
392
253
363
216
338
186
162
91
75
205
63
5.6 888
0.1
823
758
674
689
557
631
468
583
399
541
344
505
300
263
344
139
316
117
0.13 0.16 0.19 0.23 0,27 0.31 0.36 0.41 0.52 0.64 0.77 0.92
6.0
522
212
178
153
927
902
878
781
80
702
65
638
54
585
46
1.8 818
715
354
280
226
520
187
477
158
440
134
409
115
101
70
57
2.7
0.1
510
315
459
256
211
337
315
295
99
263
79
237
64
215
53
45
3.2 576
530
485
445
H.R.P.. & O. = Hot Rolled H.R.P Roll ed Pickled & Oiled
410
381
296
266
242
222
See Page: 122 for Fastening Ideas 10'–0" 10 '–0" & 12'–0" Standard Lengths Lengths Call for Special Length Runs
U – Allowable uniform load (Lbs. per square foot) C – Allowable Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
131
PERF-O GRIP® 11
Wi dth 6-Hole Plank – 12" Width
1
1 /32" ± /32" 1 11 15 / 16 16" ± / 16" 3 / 32" nominal 1 1 /2",
90°±1°
7
/ 8" ± 1 / 8"
2" or 3" 1 16" ± / 16"
7
/ 8" ± 1 / 8"
PERF-O GRIP® Profile View
Vi ew PERF-O GRIP® Top View Raised dimples for traction
Product Design/Load Table Table Plank Material
. O & . M 3 P . 5 R . 6 H A / 3 1 5 1 6 0 1 A A : : d h e s z i i n n i a F v l l l a i G M
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Depth Inches
2" 1 1 / 2"
Part Weight Load Number Lb Lbs./ s./L.F L.F. Type
P61513
1 1 / 2"
Steel 11 ga.
2"
3"
2 3 H - Aluminum 2 5 0.125" 0 5
6 1 3 Stainless T Steel & 4 16 ga. 0 3 T
6 1 3 T Stainless & Steel 4 0 14 ga. 3 T
2"
2"
2"
P62013
P61511
P62011
P63011
U
669
655
456
336
258
204
166
138
117
100
87
76
67
54
44
37
31
D
0.03 0.07
0.1
0.13 0.17 0.22 0.27 0.33
0.4
0.47 0.55 0.63 0.72 0.92 1.16 1.43 1.68
C
960
684
588
349
325
303
285
268
D
0.03 0.05 0.08 0.11 0.14 0.18 0.22 0.26 0.32 0.37 0.44
0.5
0.58 0.74 0.91 1.11 1.32
U
1510 966
671
493
378
299
243
201
145
126
110
D
0.03 0.05 0.07
0.1
0.13 0.16
0.2
0.25 0.29 0.35
0.4
0.46 0.53 0.68 0.85 1.03 1.25
C
1442 1154 961
862
756
673
608
555
509
440
413
D
0.02 0.04 0.06 0.08
0.1
0.13 0.16
0.2
0.23 0.28 0.32 0.37 0.42 0.54 0.67 0.82 0.99
U
986
291
230
156
131
112
97
D
0.03 0.06 0.09 0.12 0.16 0.21 0.25 0.31 0.37 0.43
0.5
0.57 0.65 0.82 1.02 1.25
1.5
C
1231 985
821
703
615
547
492
448
379
352
328
246
227
210
D
0.03 0.05 0.07
0.1
0.13 0.16
0.2
0.25 0.29 0.34
0.4
0.46 0.52 0.66 0.81
1.0
1.2
U
1937 1240 861
633
486
385
312
259
186
161
140
67
57
D
0.03 0.05 0.07
0.1
0.13 0.16
0.2
0.24 0.29 0.34
0.4
0.46 0.52 0.67 0.83 1.01 1.22
C
1881 1505 1292 1109 971
865
781
712
654
563
527
D
0.02 0.04 0.06 0.08
0.13 0.16
0.2
0.23 0.27 0.32 0.37 0.42 0.54 0.67 0.81 0.98
U
3828 24 2450 1701 1250 957
757
507
427
D
0.02 0.04 0.05 0.07
0.12 0.15 0.18 0.22 0.25 0.29 0.34 0.39 0.49 0.61 0.74 0.87
C
3448 2759 2299 1971 1724 1533 1405 1396 1282 1185 1102 1030 968
D
0.02 0.02 0.04 0.05 0.07 0.09 0.11 0.14 0.17
U
1463 936
478
366
290
104
93
D
0.08 0.12 0.17 0.23
0.3
0.38 0.47 0.57 0.68 0.79 0.92 1.05
1.2
1.52 1.88 2.27
2.7
C
1612 1290 1075 921
806
716
645
403
358
322
293
269
D
0.06 0.09 0.14 0.18 0.24
0.3
0.38 0.45 0.54 0.63 0.74 0.84 0.96 1.22
1.5
1.82 2.16
U
1289 825
573
421
255
206
51
D
0.04 0.07
0.1
C
4.3
Steel 13 ga.
2"
Maximum Safe Clear Span 2'-0"" 2'-6" 2'-0 '-6" 3'-0" 3'-0" 3'-6" 3'-6" 4'-0" '-0" 4'-6" '-6" 5'-0 '-0"" 5' 5'-6" -6" 6' 6'-0 -0"" 6' 6'-6" -6" 7' 7'-0" -0" 7'-6 '-6"" 8'-0" 8'-0" 9'-0" 9'-0" 10' 0'-0 -0"1 "11 1'-0 -0"1 "12 2'-0 -0""
819
516
460
416
380
170
97
241
77
218
63
198
53
182
45
4.6
739
515
378
188
472
85
388
75
349
60
317
50
291
41
270
35
5.8 410
218
308
124
274
99
80
6.2
0.1
0.1
614
604
365
315
274
496
242
444
192
403
156
369
130
341
108
6.9
650
235
194
163
864
714
652
0.2
0.24 0.27 0.31 0.39 0.49 0.59
0.7
140
120
41
73
781
60
49
P620.125 2.1
P62016S
P62014S
322
586
170
537
143
496
122
461
105
430
91
80
64
42
35
0.13 0.17 0.22 0.27 0.33 0.39 0.46 0.53 0.61 0.69 0.88 1.08
1.3
1.54
1252 1002 835
715
626
322
286
257
234
215
D
0.03 0.05 0.07
0.1
0.13 0.17 0.21 0.26 0.31 0.37 0.42 0.49 0.55
0.7
0.86 1.05 1.25
U
1455 931
647
475
365
65
D
0.04 0.07
0.1
0.13 0.17 0.21 0.26 0.32 0.38 0.44 0.51 0.59 0.65 0.83 1.02 1.23 1.47
C
1416 1133 944
809
708
529
486
448
D
0.03 0.05 0.07
0.1
0.13 0.17 0.21 0.25
0.3
0.35 0.41 0.47 0.54 0.68 0.84 1.02 1.21
3.2 556
288
501
233
469
193
430
162
397
138
368
119
343
104
82
54
46
39
3.8 629
583
H.R.P.. & O. = Hot Rolled H.R.P Rolle d Pickled & Oiled
416
389
365
323
291
265
242
See Page: 122 for Fastening Ideas 10'–0" 10' –0" & 12'–0" Standard Lengths Lengths Call for Special Length Runs
U – Allowable uniform load (Lbs. per square foot) C – Allowable concentrated load (Lbs) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
132
10-Hole Plank – 18" Width
PERF-O GRIP®
11
1
1 /32" ± /32"
Vi ew PERF-O GRIP® Top View
Raised dimples for traction 17 15 / 16 16" ± 1 / 16 16" 3
/ 32" nominal 1 1 / 2", 2" or 3" 16" ± 1 / 16
90°±1°
7 / 8 " ± 1 / 8 "
7
/ 8" ± 1 / 8"
PERF-O GRIP® Profile View Product Design/Loa Design/Load d Table
Plank Material
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
. O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Depth Inches
Part Number
1 1 / 2 " P101513
Weight Load Lbs./ L.F. Type
1 1 / 2"
Steel 11 ga.
2"
3"
2 3 H 2 Aluminum 5 0.125" 0 5
2"
P102013
P101511
P102011
P103011
P1020.125
U
714
457
317
233
179
142
116
96
82
69
D
0.04 0.07
0.1
0.13 0.17 0.21 0.26 0.32 0.39 0.45 0.52
0.6
0.68 0.86 1.05 1.27 1.56
C
964
642
551
293
274
D
0.03 0.04 0.07 0.09 0.12 0.17 0.21 0.26 0.31 0.36 0.42 0.48 0.55 0.69 0.85 1.03 1.23
U
1072 686
476
350
268
212
173
143
103
90
D
0.03 0.05 0.07
0.1
0.13 0.16
0.2
0.24 0.29 0.34
0.4
0.46 0.53 0.67 0.82 0.98 1.19
C
1452 1162 968
830
726
581
528
470
439
D
0.02 0.03 0.05 0.06 0.09 0.12 0.14 0.17 0.22 0.27 0.32 0.37 0.42 0.53 0.65 0.79 0.94
U
781
D
0.04 0.06 0.09 0.12 0.15 0.19 0.24 0.29 0.34
0.4
C
1257 1006 838
387
D
0.03 0.05 0.07 0.09 0.12 0.15 0.19 0.23 0.27 0.32 0.37 0.43 0.49 0.62 0.76 0.94 1.14
U
1250 800
D
0.03 0.05 0.07 0.09 0.12 0.15 0.18 0.22 0.26 0.31 0.35 0.41 0.46 0.59 0.74 0.91 1.08
C
1924 1539 1283 1099 962
D
0.02 0.04 0.05 0.07 0.09 0.12 0.14 0.17 0.21 0.24 0.28 0.33 0.37 0.48 0.59 0.73 0.87
U
2675 1712 1189 873
354
297
254
D
0.02 0.04 0.05 0.07 0.09 0.11 0.14 0.17
0.2
0.24 0.28 0.31 0.36 0.45 0.56 0.68 0.81
C
3531 2825 2354 2018 1766 1569 1412 1284 1177 1141 1106 1070 1003 892
D
0.01 0.02 0.03 0.04 0.06 0.08
0.1
0.12 0.14
0.2
U
992
635
441
158
131
94
D
0.07
0.1
0.16 0.21 0.28 0.35 0.44 0.53 0.63 0.74 0.86 0.98 1.12 1.42 1.75 2.11 2.52
C
1652 1322 1102 944
601
551
508
367
330
300
D
0.05 0.08 0.13 0.17 0.22 0.28 0.35 0.42
0.5
0.59 0.69 0.79 0.89 1.13
1.4
1.69 2.01
771
495
481
434
397
366
121
52
45
36
29
24
21
337
314
78
69
243
55
220
44
199
36
183
31
6.4
500
347
255
196
645
156
127
105
509
89
489
76
66
58
411
52
366
41
329
34
299
274
29
25
0.47 0.53 0.61 0.77 0.96
1.2
1.45
359
234
219
7.7
555
718
408
629
314
559
249
503
201
457
167
419
141
121
104
335
91
314
80
279
64
253
53
44
37
8.1
669
855
528
770
428
700
641
592
550
219
514
190
484
167
434
132
395
107
363
89
337
74
8.7
324
248
196
110
802
730
669
0.23 0.25 0.29 0.36 0.45 0.54 0.65 81
70
62
49
40
33
27
2.8 826
734
661
H.R.P.. & O. = Hot Rolled Pickled & Oiled H.R.P O iled
1-800-962-9692
•
www.aagrating.com
472
441
413
275
See Page: 122 for Fastening Ideas 10'–0" 10' –0" & 12'–0" Standard Lengths Lengths Call for Special Length Runs
U – Allowable uniform load (Lbs. per square foot) C – Allowable Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load ® For PERF-O GRIP product widths greater than 12", use of the grating splice kit is recommended to mechanically join butt ends of sections
All American Grating
60
6.0
Steel 13 ga.
2"
Maximum Safe Clear Span 2'-0" 2'-6" 2'-0" 2'-6" 3' 3'-0" -0" 3'-6" '-6" 4' 4'-0" -0" 4' 4'-6" -6" 5' 5'-0" -0" 5'-6 '-6"" 6'-0 '-0"" 6' 6'-6" -6" 7' 7'-0" -0" 7'-6" 7'-6" 8'-0" 8'-0" 9'-0" 9'-0" 10'-0 -0"1 "11' 1'-0 -0"1 "12 2'-0 -0""
•
[email protected]
133
13-Hole Plank – 24" Width 16-Hole Plank – 30" Width
PERF-O GRIP® 11
1
1 /32" ± /32"
23 15 / 16 16" ± 1 / 16 16" 3 / 32" nominal 2" or 3" ± 1 /16"
90°±1°
7 /8" ± 1 /8"
7 /8" ± 1 /8"
Raised dimples for traction
Vi ew PERF-O GRIP® Top View
PERF-O GRIP® Profile View
13-Hole Plank – 24" Width
Product Design/Load Tables Tables Plank Material
. O & . M 3 P . 5 R 6 . H A / 1 3 1 5 0 6 1 A A : : d h e s z i i n n i a F v l l l a i G M
Depth Inches
2"
Part Number
Weight Lbs./L.F.
P132011
Load Type
10.1
Steel 11 ga.
3"
P133011
10.5
Maximum Safe Clear Span 2''-0 0" 2' 2'-6 -6"" 3' 3'-0 -0"" 3' 3'-6 -6"" 4''-0 0" 4' 4'-6 -6"" 5' 5'-0 -0"" 5' 5'-6 -6"" 6''-0 0" 6' 6'-6 -6"" 7' 7'-0 -0"" 7''-6" 6" 8''-0 0" 9' 9'-0 -0"" 10'-0"1 "11 1'-0"1 "12' 2'-0 -0""
U
1094 700
486
357
D
0.03 0.05 0.06 0.09 0.12 0.15 0.18 0.22 0.26 0.31 0.36 0.41 0.47
0.6
0.75 0.92 1.13
C
2092 1674 1395 1196 1046 930
761
697
644
504
459
423
393
D
0.02 0.03 0.05 0.06 0.09 0.11 0.14 0.17
0.2
0.23 0.27 0.31 0.37 0.49 0.61 0.74
0.9
U
1971 1261 876
493
389
315
219
187
124
99
80
67
57
D
0.02 0.03 0.04 0.06 0.08
0.1
0.12 0.15 0.18 0.21 0.24 0.28 0.32
0.4
0.5
0.61
73
C
3792 3033 2528 2167 1896 1685 1517 1379 1264 1167 1083 1011 948
843
758
689
632
D
0.01 0.02 0.03 0.04 0.05 0.07 0.09
0.3
0.38 0.46 0.54
644
273
216
175
837
145
261
0.1
123
105
598
161
79
558
141
70
540
0.12 0.15 0.17 0.19 0.22
56
45
38
33
See Page: 122 for Fastening Ideas 10'–0" & 12'–0" 12'– 0" Standard Lengths Call for Special Length Runs
H.R.P.. & O. = Hot Rolled H.R.P Rolle d Pickled & Oiled
11
91
1
1 /32" ± /32"
29 15 / 16 16" ± 1 / 16 16" 3 /32" nominal 2", 3" 90°±1°
7 /8" ± 1 /8"
Vi ew PERF-O GRIP® Top View
Raised dimples for traction
7 /8" ± 1 /8"
PERF-O GRIP® Profile View
16-Hole Plank – 30" Width
Product Design/Load Tables Tables Plank Material . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Depth Inches
2"
Steel 11 ga.
3"
4"
Part Number
P162011
P163011
P164011
Weight Load Lbs./L.F. Type
Maximum Safe Clear Span 2''-0" 0" 2' 2'-6" -6" 3'-0 '-0"" 3' 3'-6" -6" 4' 4'-0" -0" 4' 4'-6" -6" 5' 5'-0" -0" 5' 5'-6" -6" 6' 6'-0" -0" 6'-6 '-6"" 7' 7'-0" -0" 7'-6 '-6"" 8' 8'-0" -0" 9' 9'-0" -0" 10'-0"1 "11 1'-0" -0"1 12'-0 -0""
U
956
612
425
312
239
189
153
126
106
91
77
68
60
47
38
32
27
D
0.02 0.03 0.04 0.05 0.07 0.09 0.11 0.13 0.16 0.18 0.21 0.24 0.28 0.35 0.43 0.52 0.62
C
2564 2051 1709 1465 1282 1140 1026 932
855
733
684
641
D
0.01 0.02 0.03 0.04 0.06 0.07 0.09
0.1
0.12 0.15 0.17
0.2
0.22 0.28 0.35 0.42 0.50
U
1413 904
353
279
226
187
157
134
116
100
89
D
0.02 0.03 0.04 0.06 0.08
0.1
0.12 0.14 0.17
0.2
0.23 0.26
0.3
C
3802 3041 2534 2172 1901 1690 1521 1382 1267 1170 1086 1014 950
D
0.01 0.02 0.03 0.04 0.05 0.07 0.09
0.1
0.12 0.14 0.17 0.19 0.22 0.28 0.34 0.41 0.53
U
2240 1434 996
296
249
183
159
140
D
0.01 0.02 0.03 0.04 0.06 0.07 0.09 0.11 0.13 0.15 0.17
0.2
0.23 0.29 0.36 0.44 0.52
C
5838 4670 3892 3336 2919 2595 2335 2123 1946 1796 1668 1557 1459 1297 1168 1061 973
D
0.01 0.02 0.02 0.03 0.04 0.05 0.07 0.08 0.09 0.11 0.13 0.15 0.17 0.21 0.26 0.32 0.38
12.7
13.6
14.4
628
461
731
560
443
358
H.R.P.. & O. = Hot Rolled H.R.P Roll ed Pickled & Oiled
1-800-962-9692
•
www.aagrating.com
789
212
570
70
513
57
466
46
427
39
0.38 0.47 0.57 0.67 845
111
760
91
691
75
634
64
See Page: 122 for Fastening Ideas 10'–0" & 12'–0" 12'– 0" Standard Lengths Call for Special Length Runs
U – Allowable uniform load (Lbs. per square foot) C – Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load ® For PERF-O GRIP product widths greater than 12", use of the grat ing splice kit is recommended to mechanically join butt ends of sections
All American Grating
or 4" ± 1 / 16" 16"
•
[email protected]
134
PERF-O GRIP®
Walkway – 24" and 36" Width 11
1
1 /32" ± /32"
Raised dimples for traction
1" nominal
24", 30" or 36"± 1 / 16 16"
1"
5"± 1 / 16 16"
7
3
16" / 16
/ 32" nominal
Product Design/Load Table Table
Plank Depth Material Inches . O & . P . R . H 1 1 0 1 A : h s i n i F l l i M M 3 5 6 A / 3 5 6 A : d e z i n a v l a G
Steel 11 ga. 24" Wide
Steel 11 ga. 30" Wide
5"
5"
Part Number
P135011W
P165011W
Weight Load Lbs. /L.F. Type
Maximum Safe Clear Span 2''-0 0" 2' 2'--6" 3' 3'-0 -0"" 3' 3'-6 -6"" 4'-0 -0"" 4' 4'-6 -6"" 5' 5'-0" -0" 5' 5'-6 -6"" 6''-0" 0" 6' 6'-6" -6" 7' 7'-0" -0" 7' 7'-6" -6" 8'-0 '-0"" 9' 9'-0"10 -0"10''-0 0"1 "11 1'-0 -0"12 "12''-0 -0""
U
5751 3681 2556 1878 1438 1136 920
760
D
0.02 0.02 0.04 0.05 0.06 0.08
0.12 0.14 0.16 0.19 0.22 0.25 0.31 0.39 0.47 0.56
C
9504 7603 6336 5431 4752 4224 3802 3456 3168 2924 2715 2534 2376 2112 1901 1728 1584
D
0.01 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08
0.1
0.11 0.13 0.15 0.19 0.23 0.28 0.34
U
3868 2475 1719 1263 967
619
511
430
366
316
275
242
191
D
0.01 0.02 0.03 0.04 0.05 0.06 0.08
0.1
0.12 0.13 0.16 0.18
0.2
0.26 0.32 0.39 0.46
C
9534 7627 6356 5448 4767 4237 3813 3467 3178 2933 2724 2542 2383 2119 1907 1733 1589
D
0.01 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08
0.1
639
544
469
409
359
284
230
190
160
13.4
764
155
128
107
15.6
0.1
0.11 0.13 0.15 0.19 0.23 0.28 0.33
See Page 122 for Fastening Ideas See Page 121 for Handrail Brackets 10'–0" 10' –0" & 12'–0" Standard Lengths Lengths Call for Special Length Runs
H.R.P. & O. = Hot Rolled H.R.P. Rolle d Pickled & Oiled Also available in 36" wide (P205011) Weight Lbs./L.F. = 17.35
®
®
Galvanized Splice Plates for PERF-O GRIP Walkways
Galvanized Surface Splice Plates for PERF-O GRIP Planks
POG-WS-30: For 24" and 30" wide walkways.
POG-ES-10: For 18" wide planks includes 6 each of hardware shown below.
Each Kit includes: 2 splice plates and 32 each of the following hardware: hardware:
POG-ES-13: For 24" wide planks includes 6 each of hardware shown below.
• 1 / 2 " x 1 1 / 4 " Hex Bolts • 1 / 2 " - 13 Hex Nuts • 1 / 2 " Flat Washers
POG-ES-16: For 30" wide planks includes 8 each of hardware shown below.
All Zinc-Plated
Hardware Included: 3 / 8 " x 1 carriage bolts, Hardware 3 / 8 " flat washers and bolt seats (Zinc-Plated).
POG-WS-30: 30" long, 4 1 / 2 " high, 11 gauge
U – Allowable uniform load (Lbs. per square foot) C – Allowable concentrated load (Lbs.) applied by 2" round bar across full width of grating D – Vertical deflection (inches) of side channels at mid-span resulting from allowable load ® For PERF-O GRIP product widths greater than 12", use of the gr ating splice kit is recommended to mechanically join butt ends of sections
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
135
Glossary ADA Approved A grating to have clear openings between bearing bars not greater than 1 / 2". Alloy Refers to material specification. For example, the aluminum standard alloy is 6063. Anchors & Fasteners A device by which grating is attached to its supports. Band A flat bar welded to a side or end of a grating panel, or along the line of a cutout, and extending neither above above nor below the bearing bars. Load-Carrying Band A band used to transfer the load between bearing bars (weld one side of every bearing bar). Trim Band: Band: A band which carries no load, but is used chiefly to improve appearance, flatness and protects sharp edges. Bar Grating An open grid assembly of metal bars in which the bearing bars, running in one direction, are spaced by rigid attachment attachment to cross bars running perpendicular to them or by bent connecting bars extending between them. Bearing Bar The main load carrying bar which runs the same direction as the span.
Cross Bars The connecting bars, made from a steel strip, slit sheet, rolled bars or from rolled or extruded aluminum, which extend across the bearing bars, usually perpendicular to them. They may be bent into a corrugated or sinuous pattern, and where they intersect, the bearing bars are welded, forged or mechanically locked to them. Dove Tail Used in the process of pressure locking grating – aluminum or steel. See Pressure-Locked Grating. Grating . Electro-Forged A process combining hydraulic pressure and heat fusion to forge bearing bars and cross bars into a panel grid (Forge Welded – Machine Welded). See Welded Grating. Grating . End Dimension (End Gauge) The distance from an end of grating to center of first cross bar. See detail below. below. End Plate A flat bar welded to the ends of stair treads for bolting to stair stringers. Equal End Dimensions The same distance from the end of bar to center of the first cross bar on both ends of panel (must be specified). Filler Bar A bar welded between two grating panels to close the spacing.
Bearing Bar Centers The distance center to center of the bearing bars. Bottom Bar/Shim Bar A bar used to raise height of grating or wear plate.
Finish The coating, usually paint or galvanizing, which is applied to the grating.
Circular Cut-Band The circular cutting and banding of a panel to conform to a specific layout. Example: grating going around a tank or pipe.
Flat Within tolerance of bow and crown – does not rock or bounce.
Clear Opening The distance between the inside faces of bearing bars.
Flattening A means of making bowed grating flat. Grade Refers to steel – Heavy Duty is ASTM A36 ASTM M A1011 A1011 CS C S Type B. Light Duty is AST
Clear Span The distance of the clear opening between the grating supports. Used to calculate load capabilities and strength of grating. See detail below. below.
Flus h Top Grating Flush G rating A type of aluminum swage-locked grating in which the cross bars and bearing bars are in the same plane relative to the top surface of the grating using the swaging process. Also, could be pressure-locked grating with rectangular cross bars.
Close Mesh Bearing bars spaced close together – bearing bar center 11 / 16 16" or under. Cross Bar Centers The distance center to center of the cross bars. Grating
Clear Span
Structural I-Beam
Clear Span detail
All American Grating
Cross Bars
Structural I-Beam
Bearing Bars
End Dimension detail 1-800-962-9692
•
www.aagrating.com
•
[email protected]
136
Glossary Hinge A device to create movable or swing grating (Piano Hinge, Butt Hinge, Heavy Duty Butt Hinge, Double Acting Hinge).
Rivet Centers The distance center to center of rivets along one bearing bar. Riveted Grating Grating composed of straight bearing bars and bent reticuline bars (crimp bars) which are joined at their contact points by riveting.
I-Bar Extruded aluminum bearing bar having a cross sectional shape resembling r esembling the letter le tter “I”.
Seal Weld Welding each bar on both sides, top and bottom. Welded completely. This weld helps prevent water contact to stop corrosion.
Intersection The point where the bearing bar and cross bar intersect or cross. In heavy duty grating with a rectangular cross bar; an intersection has four (4) sides. Longitudinal Refers to measurements along the span of the grating. Mebac This is a type of surface, not a finish – an applied metal gritted anti-skid surface. ®
Nosings An L-shaped section, usually made of checker plate or cast iron and cast aluminum abrasive material.
Serrated Grating Grating which the top surfaces of bearing bars are notched – provides non skid footing. See detail below. below. Skew Cut A fabricated diagonal or "S" shape cut. Span of Grating The distance between points of grating support and the overall dimension of the bearing bars of grating in this direction. See detail below. below. Straight Cut The cutting of grating along a straight edge. Mostly figured when cutting around columns or posts.
Notched Bar A cut out in the bearing bar. A burn out or punch. Notched Grating A fabricated corner cut out or small cut out.
Swage-Locked (Swaging) Grating manufactured by altering the cross sectional shape of an aluminum cross bar by applying pressure.
Piece Mark (Mark Number) Used to identify each unique piece.
Toe Plate (kick plate) Banding bar that protrudes above the top of the grating. Its purpose is to prevent items from being “kicked” off the edge of the platform. A 4" projection above the top of the grating is st andard. Other projections can be provided when specified.
Plug Weld A fillet weld used for joining cross bars to bearings on hand-welded grating. Pressure-Locked Grating Pressure-Locked Pressure-locked means bearing bars are locked in position by cross bar deformation instead of riveting or welding.
Transverse Refers to measurements taken along the width of the grating cross span. Tread A panel of grating having carriers and nosing attached by welding, and designed specifically to serve as a stair tread.
Dove Tail • Press assembly of rectangular cross bars into slotted bearing bars (Dove ( Dove Tail). Tail).
Welded Grating Grating in which the bearing bars and the cross bars are joined at all of their intersections by either a resistance weld or conve conventional ntional hand welding. A resistance weld is obtained by the heat produced by the resistance of the material to the flow of electric current causing the material to become plastic. At this point, the pressure on the cross bar is rapidly increased causing the cross bar to penetrate the bearing bar so t hat they are fused together.
Reticuline Bar A sinuously bent connecting bar extending between two adjacent bearing bars, alternately contacting and being riveted to each. See Riveted Grating. Grating. Rip Cut along the span of grating. (Usually ripping cross bars)
Bearing Bar Direction SPAN
H n T a D p I S W L s s E o r N C A P
Serrated Grating detail
All American Grating
Span of Grating detail 1-800-962-9692
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All American American Grating, Inc.
Our Terms are Net 30 Days No Discounts Offered
Credit Application 3001 Grand Av Avenue enue • Neville Island Pittsburgh, PA 15225
FAX Application to: 800-634-7051 80 0-634-7051
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All American Grating
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1-800-962-9692
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www.aagrating.com
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All American American Grating, Inc. Notes
All American Grating
1-800-962-9692
•
www.aagrating.com
•
[email protected]
139
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Maps/Driving Directions Codes of Practice Ordering Instructions Detailing Examples/Cap Examples/Capabilities abilities ASTM/Military/Federal ASTM/M ilitary/Federal Specifications Standard Installation Clearances Manufacturing Tolerances: Light Duty Manufacturing Tolerances: Heavy Duty Surfaces: Smooth, Serrated, Mebac
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Surfaces: I-Bar Aluminum, Heavy Duty Serration Bar Grating: Carbon Steel: 19-W-4 19-W-2 19-P-4 19-P-2 Bar Grating: Carbon Steel: 15-W-4 15-W-2 15-P-4 15-P-2 Bar Grating: Gr ating: Carbon Steel: 11-W-4 11-W-2 11-W-2 11-P-4 11-P-4 11-P-2 11-P-2 Bar Grating: Aluminum: 19-SG-4 19-SG-2 19-AP-4 19-AP-2 Bar Grating: Aluminum: 15-SG-4 15-SG-2 15-AP-4 15-AP-2 Bar Grating: Gr ating: Aluminum: 11-SG-4 11-SG-2 11-SG-2 11-AP-4 11-AP-2 11-AP-2
Close Mesh: Carbon & Stainless Steel: 13-P-4 13-P-2 13-P-2 10-P-4 10-P-4 10-P-2 10-P-2 8-P-4 8-P-2 7-P-4 7-P-2 7-P-2 Close Mesh: Aluminum: 21 13-AP-4 13-AP-2 13-AP-2 10-AP-4 10-AP-2 10-AP-2 8-AP-4 8-AP-2 7-AP-4 7-AP-2
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22 23 24 25 26 27 28 29 30 31 32 33 34 35
Railroad Grating: Carbon Steel: 25-W-4 26-W-4 27-W-4 Heavy Duty Loading Charts Heavy Duty: Carbon Steel: St eel: 11-W-4 11-W-4 11-W-2 Heavy Duty: Carbon Steel: 15-W-4 15-W-4 15-W-2 Heavy Duty: Carbon Steel: 19-W-4 19-W-4 19-W-2 Heavy Duty: Carbon Carbon Steel: 22-W-4 22-W-2 Heavy Duty: Carbon Carbon Steel: 30-W-4 30-W-2 Heavy Duty: Carbon Carbon Steel: 38-W-4 38-W-2 Heavy Duty: Panel Width Chart: 11-W-4 15-W-4 19-W-4 Heavy Duty: Panel Width Chart: 22-W-4 30-W-4 38-W-4 Custom Heavy Duty Grating: Supplementary & Egg Crates I-Bar Grating: Aluminum: 19-SGI-4 19-SGI-2 I-Bar Grating: Aluminum: 15-SGI-4 15-SGI-2 I-Bar Grating: Aluminum: 11-SGI-4 11-SGI-4 11-SGI-2
Stair Treads: Treads: Carbon and Stainless Steel 36 19-W-4 19-W-2 19-P-4 19-P-2 19-P-2 15-W-4 15-W-2 15-P-4 15-P-4 15-P-2 Stair Treads: Aluminum 19-SG-4 19-SG-2 19-SG- 2 19-AP-419-AP-2 19-AP-419-AP-2 15-SG-4 37 15-SG-2 15-AP-4 15-AP-2 19-SGI-4 19-SGI-2 15-SGI-4 15-SGI-2
38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
Stair Tread Tread Nosings/T Nosings/Tread read Widths/Standard End Plates Fastening Systems: Saddle Clips Fastening Systems: Tek Screws Fastening Systems: G-Clips ® Fastening Systems: Grate-Fast ® & Hinges Grating Part Numbers Explained Riveted Bar Grating: Carbon Steel: 18-R-7 18-R-7 18-R-3 Riveted Bar Grating: Carbon Steel: 12-R-7 12-R-3 Riveted Bar Grating: Aluminum: 18-AR-7 18-AR-3 Riveted Bar Grating: Aluminum: 12-AR-7 12-AR-3 Fiberglass Gratings: Chemical Resistance Guide
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Fiberglass Gratings: Corgrate Molded SM Series (SQ. Mesh) Fiberglass Gratings: Stair Treads: Molded & Pultruded Molded Fiberglass Gratings: Cutting Diagram Fiberglass Gratings: Corgrate ® Pultruded FW Series Fiberglass Gratings: Corgrate ® Pultruded SI Series Fiberglass Gratings: Corgrate ® Pultruded WT Series (1" & 1 1 / 2") Fiberglass Gratings: Corgrate ® Pultruded WT Series ( 2") Fiberglass Gratings: Corgrate ® Pultruded HI Series Fiberglass Gratings: CorPlate ™ & Special Resin Orders Fiberglass: Structural Shapes Fiberglass: Structural Shapes Fiberglass Gratings: Fastening Systems Expanded Metal: Specifications/Cutting/U-Edgings Expanded Metal: Carbon Steel: Flatten Flattened ed Expanded Metal: Carbon Steel: Standard Expanded Metal: Heavy Duty Expanded Metal: Heavy Duty Expanded Metal: Stainless Steel: Flattened Expanded Metal: Stainless Steel: Standard Expanded Metal: Aluminum: Flatten Flattened ed Expanded Metal: Aluminum: Standard Safety Treads and Nosings: Cast Aluminum & Iron
All American Grating
1-800-962-9692
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Nosings: Anchors Nosings: Extruded Aluminum Aluminum Grit Filled ( New & Steel Pan) Nosings: Extruded Aluminum Grit Filled (Renovation) (Renovation) Corrugated Sheeting Corrugated Sheeting: Accesso Accessories ries B-Deck Sheeting R-Panel Sheeting Aluminum Plank Grating: Specification Specifications s Aluminum Plank Grating: HD Style RU & HD Style P Aluminum Plank Grating: HD Style SU & Fastener Type 50 Aluminum Plank Grating: SL Style X & SL St yle Y HexGrid: Carbon & Stainless Steel: Standard & Special HexGrid: Carbon & Stainless Steel: Shell & Riveted HexGrid: Carbon & St ainless Steel: Non-Perforated & Perforated Ladder Rungs: Mebac ® Ladder Rungs: Traction Traction TreadTM Ladder Rungs: Grip Strut® Traction Tread TM: Planks Traction Tread TM: Sheets & Flooring Grip Strut®: St air Treads Treads Grip Strut®: St air Treads Treads Grip Strut®: Light Duty: 2-Diamond Plank: 4 3 / 4" Width Grip Strut®: Light Duty: 2-Diamond Plank: 4 3 / 4" Width Grip Strut®: Light Duty: 3-Diamond Plank: 7" Width Grip Strut®: Light Duty: 3-Diamond Plank: 7" Width Grip Strut®: Light Duty: 4-Diamond Plank: 9 1 / 2" Width Grip Strut®: Light Duty: 4-Diamond Plank: 9 1 / 2" Width Grip Strut®: Light Duty: 5-Diamond Plank: 11 3 / 4" Width Grip Strut®: Light Duty: 5-Diamond Plank: 11 3 / 4" Width Grip Strut®: Light Duty: 8-Diamond Plank: 18 3 / 4" Width Grip Strut®: Light Duty: 8-Diamond Plank: 18 3 / 4" Width Grip Strut®: Light Duty: 10-Diamond Plank: 24" Width Grip Strut®: Light Duty: 10-Diamond Walkway: 24" Width Grip Strut®: Heavy Duty: 2-Diamond Plank: 9 1 / 4" Width Grip Strut®: Heavy Duty: 2-Diamond Plank: 9 1 / 4" Width Grip Strut®: Heavy Duty: 3-Diamond Plank: 13 3 / 4" Width Grip Strut®: Heavy Duty: 3-Diamond Plank: 13 3 / 4" Width Grip Strut®: Heavy Duty: 5-Diamond Plank: 23 1 / 4" Width Grip Strut®: Heavy Duty: 5-Diamond Plank: 23 1 / 4" Width Grip Strut®: Heavy Duty: 6-Diamond Plank: 27 3 / 4" Width Grip Strut®: Heavy Duty: 6-Diamond Plank: 27 3 / 4" Width Grip Strut®: Heavy Duty: 8-Diamond Plank: 36" Width Grip Strut®: Heavy Duty: 8-Diamond Plank: 36" Width Grip Strut®: Heavy Duty Walkways: 5,6 & 8 Diamonds Grip Strut®: Heavy Duty Walkways: 5,6 & 8 Diamonds Grip Strut®: Load Information Fastening Systems: Grip Strut ® Fastening Systems: Traction Tread Planks & Sheets Light Duty Grip Strut® Splice Plates Grip Strut®: Heavy Duty: Splice Plates Fastening Systems: Systems: Heavy Duty Grip Strut ® & Grate-Lock® Grip Strut® Walkways: Universal Handrail Bracket Fastening Systems: Perf-O Grip ® Fastening Systems: Grate-Lock ® Grate-Lock ®: Interlocking Planks: Galvanized System Components Grate-Lock ®: Interlocking Planks: 1 1 / 2" Channel Height Grate-Lock ®: Interlocking Planks: 2 1 / 2" Channel Height Grate-Lock ®: Interlocking Planks: 3" Channel Height Grate-Lock ®: Interlocking Planks: 4" Channel Height Perf-O Grip®: 2 Hole Plank: 5" Width Perf-O Grip®: 3 Hole Plank: 7" Width Perf-O Grip®: 5 Hole Plank: 10" Width Perf-O Grip®: 6 Hole Plank: 12" Width Perf-O Grip®: 10 Hole Plank: 18" Width Perf-O Grip®: 13 Hole Plank: 24" Width: 16 Hole Plank: 30" Width Perf-O Grip®: Walkway: 24", 30" and 36" Width Glossary Glossary All American Grating, Inc.: Credit Application All American Grating, Inc.: Notes
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