Canam - Steel Deck Catalogue (Canada)

1 Steel deck A division of Canam Group TABLE OF CONTENTS. PAGE PAGE. OUR SERVICES .. 4 P-3012 FORM deck . DIMENSIONS & PHYSICAL PROPERTIES .. 22. NOTES ABOUT LOAD TABLES .. 5 MAXIMUM CONCRETE SLAB THICKNESS TABLE .. 23. FACTORED RESISTANCE OF CONCRETE SLAB WITH WIRE MESH .. 23. P-3615 & P-3606. DIMENSIONS & PHYSICAL PROPERTIES .. 6 DESIGN AIDS. FACTORED AND SERVICE LOADS .. 7 WEB CRIPPLING .. 24. ROOF CANTILEVER .. 26. P-2436 & P-2404 FLOOR CANTILEVER .. 27. DIMENSIONS & PHYSICAL PROPERTIES .. 8 POUR STOP .. 28. CLOSURE STRIP .. 29. FACTORED AND SERVICE LOADS .. 9. ACCESSORIES. P-3615 & P-3606 COMPOSITE PLATES & SUMP PAN .. 30. DIMENSIONS & PHYSICAL PROPERTIES .. 10 NEOPRENE & METAL CLOSURES .. 31. FACTORED RESISTANCE OF COMPOSITE SLAB .. 11. deck FEATURES. WITH LIGHTWEIGHT CONCRETE .. 13 VENTED deck .. 32. ACOUSTICAL deck .. 33. P-3623 COMPOSITE. DIMENSIONS & PHYSICAL PROPERTIES .. 14 Canam deck CERTIFICATION. FACTORED RESISTANCE OF COMPOSITE SLAB .. 15 FACTORY MUTUAL (FM).. 34. UNDERWRITERS' LABORATORIES OF CANADA (ULC).

2 34. WITH LIGHTWEIGHT CONCRETE .. 17. DIAPHRAGM .. 36. P-2432 COMPOSITE. DIMENSIONS & PHYSICAL PROPERTIES .. 18 BUSINESS UNITS & INTERNET ADDRESSES .. 37. FACTORED RESISTANCE OF COMPOSITE SLAB .. 19 Canam ADDRESSES .. 38. WITH LIGHTWEIGHT CONCRETE .. 21. Utility / Product P-3615 P-3606 P-2436 P-2404 P-3623 P-2432 P-3012. Roof deck . Floor deck (Composite) . Form deck (Non Composite) . deck Features Vented deck . Acoustical deck . Technical Data Diaphragm . Depth 38 mm (1 1/2 ) 38 mm (1 1/2 ) 76 mm (3 ) 76 mm (3 ) 51 mm (2 ) 76 mm (3 ) 14 mm (9/16 ). Coverage 914 mm (36 ) 914 mm (36 ) 610 mm (24 ) 610 mm (24 ) 914 mm (36 ) 610 mm (24 ) 762 mm (30 ). Request for technical information about our cold-formed products can be sent to: 3. OUR SERVICES. For project design, bid preparation or component manufacturing, our sales representatives, engineers, technicians and draftsmen are at your service. Our team can suggest efficient and economical solutions. DRAWINGS. Canam produces its own shop drawings for the fabrication of your Steel joists, trusses, Steel deck and girts.

3 FABRICATION. Our production equipment has always been at the leading edge of technology. We have continued to invest significantly to acquire the best available equipment in the industry, including computer-aided manufacturing and numerically-controlled machinery. Canam has an automated roll former for girts as well as several Steel deck roll formers. DELIVERY. Canam 's advantage has always been our ability to deliver just on time, regardless of where or when you need our products. We know that your on-site erection crews can not afford to wait. For this reason, our trucks and semitrailers travel the continent, around the clock, to satisfy the requirements of your construction schedules. 4. NOTES ABOUT LOAD TABLES. STANDARDS. This Canam Steel deck catalog presents load tables based on the recent edition of the standard CAN/CSA-S136-01. North American Specification for the Design of Cold-Formed Steel Structural Members. In Canada, design shall be made under Limit States Design principles.

4 For this reason, the uniform loads shown in the tables are the maximum factored loads that the deck can support. The Canadian Sheet Steel Building Institute (CSSBI). specifies rules for Steel deck practices. As a member of this organization, Canam applied those rules in the calculations for this catalog. The designer has the responsibility to follow practices published by the CSSBI for Canadian projects. WARNING. Although every effort was made to ensure that all data in this catalog is factual and that the numerical values are accurate to a degree consistent with cold-formed design standards, Canam does not assume responsibility for errors or oversights that may result from the use of the information contained herein. Anyone making use of the contents of this catalog assumes all liability arising from such use. All suggestions for improvements to this publication will receive full consideration for future printings. GRADE AND RESISTANCE. The latest version of the ASTM A 653M standard EMBOSSMENTS AND PERFORATIONS.

5 Recognizes 7 different structural quality steels with their The P-3615, P-3606, P-3623 and P-2432 deck profiles chemical composition and mechanical properties. The sheet are available with embossments to act in composite action steels normally used to form Canam Steel deck profiles with a concrete slab. Tables for these composite sections correspond to ASTM A 653M SS Grade 230. They have a show loads and unshored spans for normal weight concrete yield strength of 230 MPa (33 ksi) and a tensile strength of and light weight concrete on separate pages. 310 MPa (45 ksi). Steel with higher yield strength or different The P-3615, P-3606, P-2436 and P-2404 deck profiles are ASTM designation can be used to meet specific needs. available with perforated web elements that reduce noise rever- beration when fiberglass insulation strips are installed according THICKNESS to the assembly instructions for acoustical deck (refer to CAN/CSA-S136-01 standard for the design of page 33). The resistance values of acoustical deck are cold-formed Steel structural members indicates that the considered to be 95% of those shown in the tables.

6 Thickness supplied shall not be less than 95% of the design thickness used. The generally accepted thickness SHORTER LENGTHS. of the zinc coating of a Z275 (G90) finish is approximately Upon special request made to our sales department, mm ( in.). sheets are available in lengths of less than 1 800 mm (6 feet). STAINLESS Steel CONCENTRATED LOADS. Upon request, we can provide stainless Steel or Steel The loads indicated in the tables are uniformly distributed protected by an aluminium-zinc coating. However, costs, and must not be used as the equivalent of point loads or linear availability and delivery schedules must be discussed with loads. Proper analysis should be done by an engineer to verify our sales department. Most of the stainless Steel types have the effects of those concentrated loads on the deck or a yield strength of 205 MPa (30 ksi). The resistance values composite deck -slab. of stainless Steel deck are considered to be 90% of those shown in the tables. For example: The wheel load of rolling equipment on the Steel COATING deck during roofing material installation.

7 The large spacing between attachments of roofing Canam Steel deck profiles are available with Z275 (G90). material to Steel deck under uplift conditions. or ZF75 (A25) zinc protection according to the standard ASTM A 653M. Upon request, Canam can also provide The footprint of a concentrated load on a slab. finish paint from the 8000 color series with an underlying Concentrated loads shall be analyzed to ensure they do zinc protection of Z275 (G90), or other types of material, not overstress the Steel deck or the composite deck -slab locally. given sufficient notice. 5. P-3615 & P-3606. Canam 's Steel deck profiles P-3615 and P-3606 are roll formed to cover 914 mm (36 in.). The deck is available with a galvanized coating according to the standard ASTM A 653M with zinc thickness corresponding to Z275 (G90) or ZF75 (A25). Upon agreement with our sales department, it is also possible to obtain Steel deck with aluminium-zinc coating according to designation AZM150. (AZ50) of the standard ASTM A 792M.

8 Nominal thicknesses range from mm ( in.). to mm ( in.). The flutes are 38 mm ( in.) deep and are spaced at 152 mm (6 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.). DIMENSIONS. 914 mm (36 ). 38 mm (1 1/2 ). 64 mm 89 mm 38 mm 114 mm P-3615 (2 1/2 ) (3 1/2 ) (1 1/2 ) (4 1/2 ). 152 mm (6 ). 914 mm (36 ). 38 mm (1 1/2 ). 64 mm 89 mm 38 mm 114 mm P-3606 (2 1/2 ) (3 1/2 ) (1 1/2 ) (4 1/2 ). 152 mm (6 ). PHYSICAL PROPERTIES. Nominal Design Overall Section Modulus Moment of Inertia Type Weight Thickness Thickness Depth M+ M for Deflection mm mm mm kg/m2 mm 3 mm3 mm4. (in.) (in.) (in.) (lb/ft2) 3. (in ) (in3) (in4). 9 529 10 081 202 228. 22. ( ) ( ) ( ) ( ) ( ) ( ) ( ). 11 558 12 005 254 750. 20. ( ) ( ) ( ) ( ) ( ) ( ) ( ). 15 813 15 994 363 493. 18. ( ) ( ) ( ) ( ) ( ) ( ) ( ). 19 786 19 786 452 472. 16. ( ) ( ) ( ) ( ) ( ) ( ) ( ). Effective properties are based on a unit width of 1 000 mm ( units) or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 230, yield strength of 230 MPa (33 ksi).

9 Tables are calculated according to CAN/CSA-S136-01 standard. 6. P-3615 & P-3606. FACTORED AND SERVICE LOADS TABLE (kPa) METRIC. Nominal SPAN (mm). Type Thickness (mm) 1 200 1 350 1 500 1 650 1 800 1 950 2 100 2 250 2 400 2 550 2 700 2 850 3 000. SINGLE SPAN. F 22 D F 20 D F 18 D F 16 D DOUBLE SPAN. F 22 D F 20 D F 18 D F 16 D TRIPLE SPAN. F ( ) 22 D F 20 D F 18 D F 16 D FACTORED AND SERVICE LOADS TABLE (psf) IMPERIAL. Nominal SPAN ( ). Type Thickness (in.) 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 . SINGLE SPAN. F 216 172 140 116 97. 22 D 151 106 78 58 45. F 262 208 169 140 118 101. 20 D 191 134 98 73 57 44. F 358 285 232 192 162 138 119 104. 18 D 272 191 139 105 81 63 51 41. F 448 356 290 240 202 173 149 130 114. 16 D 339 238 173 130 100 79 63 51 42. DOUBLE SPAN. F 225 179 146 121 102 87 76. 22 D 365 256 187 140 108 85 68. F 268 214 174 144 122 104 90 78. 20 D 459 323 235 177 136 107 86 70. F 357 285 232 193 162 139 120 105 92 82 73. 18 D 655 460 336 252 194 153 122 99 82 68 58.

10 F 442 352 287 238 201 172 148 129 114 101 90 81 73. 16 D 816 573 418 314 242 190 152 124 102 85 72 61 52. TRIPLE SPAN. F 276 220 180 150 127 108 94 82. 22 D 286 201 146 110 85 67 53 43. F 328 263 215 179 151 129 112 98 86. 20 D 360 253 184 139 107 84 67 55 45. F 438 350 286 238 201 172 149 130 114 102 91. 18 D 514 361 263 198 152 120 96 78 64 54 45. F 542 433 354 294 249 213 184 161 142 126 112 101 91. 16 D 640 449 327 246 189 149 119 97 80 67 56 48 41. Loads in rows marked F are the maximum factored loads controlled Web crippling controls loads in brackets calculated with the end by the bending capacity, and those in rows marked D are the uniform bearing length equal to 40 mm ( in.) and the interior bearing service loads that produce a deflection of L/240. length equal to 102 mm (4 in.). Refer to page 24 for web crippling tables and examples. Loads in rows marked F should be compared to factored loads according to CAN/CSA-S16-01 Limit States Design of Steel Structure. The span is the shortest of the following dimensions: dimension c/c of the supports, or the clear dimension between the supports plus the The live loads producing deflection equal to the span/180 or span/360 depth of the deck at each end.