Canam Steel Deck 3rd 1d496m
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TABLE OF CONTENTS
Utility /Product Roof Deck Floor Deck (Composite) Form Deck (Non Composite) Deck Features Vented Deck Integral Hanger Tab Acoustical Deck Technical Data Diaphragm Depth Coverage
P-3606 √
P-2436 √
P-2404 √
P-2438 √
P-2403 √
√
√
√
√
√
√
√
√
√
√
P-3623
P-2432
√ √
√ √
√ √
√ √
√
√
√
√
√
√
√
1 ½” (38mm)
3” (76mm)
3” (76mm)
3” (76mm)
3” (76mm)
2” (51mm)
3” (76mm)
36” (914mm)
24” (610mm)
24” (610mm)
24” (610mm)
24” (610mm)
36” (914mm)
24” (610mm)
3
OUR SERVICE For project design, bid presentation or component manufacturing, our sales representatives, engineers, technicians and draftsmen are at your service. Our team can suggest efficient and economical solutions.
DRAWINGS Canam Asia produces its own shop drawings for the fabrication of your steel joists, trusses and steel deck.
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 Asia has an automated steel deck roll formers.
DELIVERY Canam Asia’s advantage has always been our ability to deliver just on time, regardless of where or wh en you need our products. We know that your on-site erection crew can not afford to wait. For this reason, our trucks travel around the clock, to satisfy the requirements of your construction schedules.
4
NOTES ABOUT LOAD TABLES STANDARDS This Canam Asia 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 .
Design shall be made under Allowable Stress Design (ASD) no load factors was used. For this reason, the uniform loads shown in the tables are the maximum loads that the deck can . The Canadian Sheet Steel Building Institute (CSSBI) specifies rules for steel deck practices. Canam Asia applied those rules in the calculations for this catalog.
WARNING Although every effort was made to ensure that all date in this catalog is factual and that the numerical values are accurate to a degree consistent with cold-formed design standards, Canam Asia does not assure responsibility f or 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 recognizes 7 different structural quality steels with their chemical composition and mechanical properties. The sheet steels normally used to form Cana m Asia steel deck profiles correspond to ASTM A 653M SS Grade 340. They have a yield strength of 340 MPa (50 ksi) and a tensile strength of 450 MPa (66 ksi). Steel with higher yield strength or different ASTM designation can be used to meet specific needs.
THICKNESS CAN/CSA-S136-01 standard for the design of cold-formed steel structural indicated that the thickness supplied shall not be less than 95% of the design thickness used. The generally accepted thickness of the zinc coating of a Z275 (G90) finish is approximately 0.040 mm (0.0015 in.).
COATING Canam Asia steel deck profiles are available with Z275 (G90) or ZF75 (A25) zinc protection according to the standard ASTM A 653M. Upon request, Canam Asia can also provide finish paint from the 8000 col or series with an underlying zinc protection of Z275 (G90), or other types of material, given sufficient notice.
EMBOSSMENTS The P-3623 and P-2432 deck profiles are available with embossments to act in composite action with a concrete slab. Tables for these composite sections show loads and unshored s pans for normal weight concrete.
SHORTER LENGTHS Upon special request made to our sales department, sheets are available in lengths of less than 1 800 mm (6 feet) .
CONCENTRATED LOADS The loads indicated in the tables are uniformly distributed and must not be used as the equivalent of point loads or linear loads. Proper analysis should be done by an engineer to the effects of those concentrated loads on the deck or composite deck-slab. For example: The wheel load of rolling equipment on the steel deck during roofing material installation. The large spacing between attachments of roofing material to steel deck under uplift conditions. The footprint of a concentrated load on a slab. Concentrated loads shall be analyzed to ensure they do not overstress the steel deck or the composite deck -slab locally.
5
P-3606 Canam Asia’s steel deck profile P-3606 is roll formed to cover 914 mm (36 in.). The deck is available with a galvanized coating according to the stan dard 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 aluminum-zinc coating according to designation AZM 150 (AZ50) of the standard ASTM A 792M. Nominal thicknesses range from 0.76 mm (0.030 in.) to 1.52 mm (0.060 in.). The flutes are 38 mm (1.5 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.).
PHYSICAL PROPERTIES Type
22 20 18 16
Nominal Thickness
Design Thickness
Overall Depth
Weight
mm (in.)
mm (in.)
mm (in.)
kg/m 2 (lb/ft )
mm 3 (in )
mm 3 (in )
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
37.4 (1.47) 37.5 (1.48) 37.8 (1.49) 38.1 (1.50)
8.50 (1.74) 10.07 (2.06) 13.26 (2.72) 16.34 (3.35)
9 325 (0.1734) 11 558 (0.2150) 15 813 (0.2941) 19 786 (0.3680)
9585 (0.1783) 12 005 (0.2233) 15 994 (0.2975) 19 786 (0.3680)
2
Section Modulus + M M 3
Moment of Inertia I I +
3
4
mm 4 (in )
189 947 (0.1391) 240 309 (0.1760) 350 812 (0.2569) 452 472 (0.3313)
4
mm 4 (in )
226 910 (0.1662) 271 057 (0.1985) 363 493 (0.2662) 452 472 (0.3313)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
6
P-3606 ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22 20 18
16
METRIC SINGLE SPAN (mm)
Nominal
900
1 050
1 200
1 350
1 500
1650
1800
1950
A
18.19
13.47
10.36
8.22
6.67
5.53
4.65
3.97
D
16.93
10.66
7.14
5.02
3.66
2.75
2.12
1.66
A
22.06
16.34
12.58
9.97
8.10
6.71
5.65
4.48
4.16
D
21.41
13.48
9.03
6.34
4.63
3.48
2.68
2.11
1.69
A
30.23
22.40
17.25
13.68
11.12
9.21
7.75
6.61
D
31.26
19.69
13.19
9.26
6.75
5.07
3.91
3.07
A
38.08
28.23
21.74
17.24
14.01
11.60
9.77
D
40.32
25.39
17.01
11.95
8.71
6.54
5.04
1500
1650
1800
6.81
Thickness (mm)
0.76 0.91 1.21
1.52
2 100
2 250
2 400
2 550
2 700
5.70
4.97
4.37
2.46
2.00
1.65
8.33
7.19
6.27
5.51
4.89
3.96
3.17
2.58
2.13
1.77
1950
2100
2250
2400
2550
2 700
2 850
DOUBEL SPAN (mm) 900 22 20 18 16
0.76 0.91 1.21 1.52
1050
1200
1350
2 850
A
(14.17)
(12.15)
(10.54)
8.37
5.65
4.76
4.06
3.51
3.06
2.69
2.39
2.13
D
40.77
25.68
17.20
12.08
8.81
6.62
5.10
4.01
3.32
2.61
2.15
1.79
1.51
A
(20.12)
(17.00)
13.13
10.44
8.50
7.05
5.94
5.07
4.38
3.82
3.36
2.98
2.66
2.39
D
51.58
32.48
21.76
15.28
11.14
8.37
6.45
5.07
4.06
3.30
2.72
2.27
1.19
1.62
A
30.47
22.70
17.54
13.95
11.35
9.41
7.93
6.77
5.85
5.10
4.49
3.98
3.55
3.19
D
75.30
47.42
31.77
22.31
16.27
12.22
9.41
7.40
5.93
4.82
3.97
3.31
2.79
2.37
A
37.71
28.09
21.70
17.25
14.04
11.64
9.81
8.37
7.23
6.31
5.55
4.92
4.39
3.95
D
97.12
61.16
40.97
28.78
20.98
15.76
12.14
9.55
7.65
6.22
5.12
4.27
3.60
3.06
2400
2550
2 700
2 850
TRIPLE SPAN (mm) 900 22
0.76
20
0.91
18
1.21
16
1.52
1 050
1 200
1 350
1 500
1650
1800
1950
2100
2250
A
(16.11)
(13.80)
(12.08)
10.35
8.44
7.00
5.91
5.05
4.36
3.81
D
31.96
20.12
13.48
9.47
6.90
5.19
3.99
3.14
2.52
2.05
1.69
3.35
A
(22.86)
(19.60)
16.16
12.89
10.51
8.73
7.37
6.30
5.44
4.75
4.18
3.71
3.31
D
40.43
25.46
17.06
11.98
8.73
6.56
5.05
3.97
3.18
2.59
2.13
1.78
1.50
A
37.11
27.82
21.59
17.22
14.04
11.66
9.84
8.41
7.27
6.34
5.59
4.95
4.42
3.97
D
59.02
37.17
24.90
17.49
12.75
9.58
7.38
5.80
4.65
3.78
3.11
2.59
2.19
1.86
A
45.94
34.43
26.71
21.30
17.37
14.43
12.17
10.40
8.99
7.85
6.91
6.13
5.47
4.92
D
76.12
47.94
32.11
22.56
16.44
12.35
9.52
7.48
5.99
4.87
4.01
3.35
2.82
2.40
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
A
B
A
B
C
C=1/2" U/N 3/4" FOR 10 & 12GA
C
A POUR STOP PS_
CELL CLOSURE CC_
7
Z- CLOSURE ZC_
P-2436 & P-2404
PHYSICAL PROPERTIES Type
22 20 18 16
Nominal
Design
Overall
Thickness mm (in.)
Thickness mm (in.)
Depth mm (in.)
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
76.2 (3.00) 76.4 (3.01) 76.7 (3.02) 77.0 (3.03)
Weight
Section Modulus +
-
kg/m 2 (lb/ft )
M 3 mm 3 (in )
M 3 mm 3 (in )
11.85 (2.43) 14.04 (2.875) 18.33 (3.752) 22.71 (4.650)
23570 (0.4385) 28717 (0.5343) 39753 (0.7396) 50531 (0.9401)
24552 (0.4568) 30518 (0.5678) 41655 (0.7750) 51681 (0.9615)
2
Moment of Inertia +
I 4 mm 4 (in ) 952749 (0.6979) 1196178 (0.8762) 1736958 (1.2723) 2275156 (1.6665)
-
I 4 mm 4 (in ) 1138807 (0.8341) 1375125 (1.0072) 1843832 (1.3506) 2294846 (1.6809)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
8
P-2436 & P-2404 ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22 20 18
16
METRIC SINGLE SPAN (mm)
Nominal
1 400
1 800
2200
2600
3000
3400
3800
4 200
4600
A
(18.85)
11.60
7.79
5.60
4.21
3.29
2.63
2.16
1.80
D
22.52
10.61
5.80
3.52
2.29
1.57
1.13
0.83
0.63
A
23.24
14.18
9.53
6.84
5.15
4.01
3.22
2.63
2.20
1.86
D
28.27
13.30
7.29
4.41
2.87
1.95
1.41
1.05
0.80
0.62
A
32.45
19.74
13.25
9.50
7.14
6.29
4.46
3.65
3.04
D
41.05
19.31
10.58
6.41
4.17
2.85
2.05
1.52
1.16
A
41.23
25.08
16.84
12.07
9.08
7.92
5.66
4.64
D
53.76
25.30
13.85
8.39
5.46
3.67
2.69
1.99
1400
1 800
2200
2600
3000
3400
3800
Thickness (mm)
0.76 0.91 1.21
1.52
5000
5400
5800
6200
6600
2.58
2.21
1.91
0.90
0.72
0.58
3.87
3.27
2.81
2.43
2.13
1.88
1.52
1.18
0.94
0.76
0.62
0.51
4200
4600
5000
5400
DOUBEL SPAN (mm)
22 20 18 16
A
0.76 0.91 1.21 1.52
(12.95)
5800
6200
6600
(10.07)
(8.24)
6.15
4.64
3.62
2.91
2.38
1.99
1.69
1.45
1.25
1.10
D
54.24
25.52
13.98
8.47
5.51
3.79
2.71
2.01
1.53
1.19
0.95
0.76
0.62
A
(18.01)
(14.00)
10.27
7.39
5.57
4.34
3.48
2.85
2.38
2.02
1.73
1.50
1.31
1.16
D
68.10
32.04
17.55
10.63
6.92
4.75
3.41
2.52
1.92
1.50
1.19
0.96
0.78
0.65
A
(30.91)
20.56
13.83
9.93
7.47
5.82
4.66
3.82
3.19
2.70
2.31
2.01
1.76
1.55
D
98.88
46.53
25.48
15.44
10.05
6.90
4.94
3.66
2.79
2.17
1.72
1.39
1.14
0.94
A
41.81
25.51
17.16
12.32
9.27
7.22
5.79
4.74
3.95
3.35
2.87
2.49
2.18
1.92
D
129.51
60.93
33.37
20.22
13.16
9.04
6.48
4.80
3.65
2.84
2.26
1.82
1.49
1.24
TRIPLE SPAN (mm)
22
0.76
20
0.91
18 16
1.21 1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
A
(14.71)
(11.44)
(9.36)
7.61
5.76
4.50
3.62
2.97
2.48
2.10
1.80
5800 1.57
6200
6600
D
42.51
20.00
10.96
6.64
4.32
2.97
2.13
1.57
1.20
0.93
0.74
0.60
A
(20.46)
(15.91)
(12.73)
9.18
6.92
5.41
4.34
3.56
2.97
2.51
2.16
1.87
1.64
1.45
D
53.38
25.12
13.76
8.33
5.42
3.73
2.67
1.98
1.50
1.17
0.93
0.75
0.61
0.51
A
(35.13)
25.52
17.20
12.36
9.31
7.26
5.82
4.77
3.98
3.37
2.89
2.50
2.19
1.94
D
77.50
36.47
19.97
12.10
7.88
5.41
3.88
2.87
2.18
1.70
1.35
1.09
0.89
0.74
A
(51.67)
31.67
21.34
15.34
11.55
9.01
7.22
5.92
4.93
4.18
3.58
3.11
2.72
2.40
D
101.50
47.76
26.16
15.85
10.32
7.09
5.08
3.76
2.86
2.23
1.77
1.43
1.17
0.97
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
A
B
A
A
ANGLE RIDGE & VALLEY RV_
C CHANNEL SC_
9
BUTT STRIP BS_
P-2438 & P-2403
Canam’s roof deck P-2438 and P-2403 are roll formed to cover 24 in. (610 mm) in width. The flutes are 3 in. (76 mm) deep and are spaced at 8 in. (203 mm) on center. The deck is readily available with steel galvanized according to ASTM standard A 653 with a zinc thickness corresponding to G90 (Z275), Other finishes are available upon request; please check with our sales department for availability. Nominal thicknesses range from 0.030 in. (0.76 mm) to 0.060 in. (1.52 mm). PHYSICAL PROPERTIES Type
22 20 18 16
Nominal
Design
Overall
Thickness mm (in.)
Thickness mm (in.)
Depth mm (in.)
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
76.3 (3.00) 76.4 (3.01) 76.7 (3.02) 77.0 (3.03)
Weight
Section Modulus +
-
kg/m 2 (lb/ft )
M 3 mm 3 (in )
M 3 mm 3 (in )
10.62 (2.18) 12.58 (2.58) 16.57 (3.39) 20.53 (4.20)
17709 (0.3294) 21623 (0.4022) 30095 (0.5598) 38471 (0.7156)
20812 (0.3871) 24822 (0.4617) 33180 (0.6172) 41174 (0.7658)
2
Moment of Inertia +
I 4 mm 4 (in ) 728118 (0.5332) 921099 (0.6745) 1362720 (0.9979) 1821290 (1.3337)
-
I 4 mm 4 (in ) 1022860 (0.7490) 1221680 (0.8946) 1637740 (1.1993) 2037940 (1.4924)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
10
ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22
SINGLE SPAN (mm)
Nominal
1 400
1 800
2200
2600
3000
3400
3800
4 200
A
(14.19)
8.72
5.88
4.22
3.18
2.48
1.99
1.63
D
17.24
8.11
4.44
2.69
1.75
1.20
0.86
0.64
A
17.57
10.72
7.21
5.18
3.89
3.03
2.43
1.99
1.66
D
21.81
10.26
5.62
3.40
2.22
1.52
1.09
0.81
0.61
A
24.67
15.00
10.07
7.22
5.43
4.23
3.39
2.77
D
32.26
15.18
8.31
5.04
3.28
2.25
1.61
1.19
A
31.51
19.17
12.87
9.23
6.94
5.41
4.33
D
43.12
20.29
11.11
6.73
4.38
3.01
2.16
Thickness (mm)
0.76
20
METRIC
0.91
18
1.21
16
1.52
4600
5000
5400
5800
2.31
1.96
1.68
0.91
0.71
0.56
3.55
2.96
2.50
2.15
1.86
1.60
1.22
0.95
0.75
0.61
6200
6600
DOUBEL SPAN (mm)
22
0.76
20
0.91
18
1.21
16
1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
5800
A
(9.71)
(7.55)
(6.18)
4.91
3.70
2.89
2.32
1.91
1.59
1.35
1.16
1.00
6200
6600
D
41.52
19.54
10.70
6.48
4.22
2.90
2.08
1.54
1.17
0.91
0.72
0.58
A
(13.51)
(10.50)
8.20
5.90
4.45
3.47
2.78
2.28
1.90
1.61
1.38
1.20
1.05
D
52.53
24.71
13.54
8.20
5.34
3.67
2.63
1.95
1.48
1.15
0.92
0.74
0.60
A
(23.19)
16.42
11.05
7.93
5.97
4.65
3.73
3.05
2.55
2.16
1.85
1.60
1.40
1.24
D
77.71
36.56
20.03
12.13
7.90
5.43
3.89
2.88
2.19
1.71
1.35
1.09
0.89
0.74
A
33.36
20.38
13.71
9.85
7.41
5.78
4.63
3.79
3.16
2.68
2.30
1.99
1.74
1.54
D
103.86
48.87
26.77
16.21
10.56
7.25
5.19
3.85
2.93
2.28
1.18
1.46
1.20
0.99
TRIPLE SPAN (mm)
22
0.76
20
0.91
18
1.21
16
1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
A
(11.04)
(8.58)
(7.02)
D
32.54
15.31
8.39
A
(15.35)
(11.94)
D
41.17
A
5800
6200
6600
(5.94)
4.59
3.59
2.89
2.37
1.98
1.68
1.44
5.08
3.31
2.27
1.63
1.21
0.92
0.71
0.57
(9.77)
7.32
5.53
4.32
3.47
2.84
2.37
2.01
1.72
1.50
19.37
10.61
6.43
4.18
2.87
2.06
1.52
1.16
0.90
0.72
0.58
(26.35)
(20.36)
13.73
9.88
7.44
5.80
4.65
3.81
3.18
2.69
2.31
2.00
1.75
1.55
D
60.91
28.66
15.70
9.51
6.19
4.25
3.05
2.26
1.72
1.34
1.06
0.86
0.70
0.58
A
(39.35)
25.27
17.05
12.26
9.23
7.20
5.77
4.73
3.95
3.34
2.87
2.49
2.18
1.92
D
81.40
38.30
20.98
12.71
8.27
5.68
4.07
3.01
2.29
1.79
1.42
1.14
0.94
0.78
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
B
A
A
A
B
A=1" MIN
CLOSURE STRIP CS_
EDGE STRIP ES_
C
"Z" EDGE STRIP ZES_
C
11
P-3623 COMPOSITE Canam Asia’s composite P-3623 is a steel deck 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). Other types of steel sheet finishes may affect the bond properties between deck and concrete. Venting slots can be added to the bottom of the flutes. our sales department for more information. Nominal thicknesses are 0.76 mm (0.030 in.), 0.91 mm (0.036 in.) and 1.21 mm (0.048 in.). The flutes are 51 mm (2 in.) deep and are spaced at 305 mm (12 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.). The wide flutes provide enough space to weld headed studs through the deck to the top of beams or joists that will act in composite action with the concrete slab. Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.
DIMENSIONS
PHYSICAL PROPERTIES T Design mm (in.)
Overall Depth mm (in.)
0.76 (22)
0.762 (0.030)
0.91 (20) 1.21 (18)
Type
1,52 (16)
2
kN (lbs)
Section Modulus + M M 3 3 mm mm 3 3 (in ) (in )
50.8 (2.00)
8,48 (1.74)
5,14 (352)
14 295 (0.266)
14 295 (0.266)
413 359 (0.303)
Steel Area 2 mm 2 (in ) 950 (0.480)
0.914 (0.036)
51.0 (2.01)
10,05 (2.06)
6,74 (462)
18 166 (0.338)
18 166 (0.338)
512 772 (0.376)
1 138 (0.573)
25.47 (1.00)
1.214 (0.048) 1,524 (0.036)
51.3 (2.02) 51.0 (2.01)
13,19 (2.70) 16,44 (3,37)
11,85 (812) 20,55 (1409)
26 817 (0.499) 34 623 (0.644)
26 817 (0.499) 34 623 (0.644)
717 608 (0.526) 892 674 (0.654)
1 513 (0.715) 1 900 (0.898)
25.63 (1.01) 25.77 (1.01)
Weight Kg/m (psf)
Allowed Bearing
Moment of Inertia 4 mm 4 (in )
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard.
12
Center of Gravity mm (in.) 25.40 (1.00)
P-3623 COMPOSITE ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) Slab
Deck
Maximum Unshored Span
Thick. Thick. Single (mm) (mm)
Self
Double Triple Weight
(mm)
(mm)
0.76
2 280
0.91
2 630
1.21
METRIC
Comp. Mom.
SPAN (mm)
of Inertia
(mm)
(kPa)
(106 mm 4)
1 500
1 650
1 800
1 950
2 100
2 250 2 400 2 550 2 700
2 850
3 000 3 150 3300
3450
2 940
3040
1.8
5.8
14.79
12.51
10.76
9.39
8.29
7.39
6.65
6.03
5.51
5.06
4.68
4.34
4.05
3.75
3300
3 410
1.8
6.2
18.41
15.55
13.36
11.63
10.25
9.13
8.20
7.42
6.76
6.20
5.72
5.30
4.94
4.43
3 090
3 990
3 820
1.9
6.9
20.00
18.57
1593
13.86
12.20
10.85
9.73
8.80
8.01
7.34
6.76
6.26
5.82
5.30
1.52
3300
4410
4080
1.9
7.5
20.00
18.55
15.91
13.84
12.19
10.84
9.73
8.79
8.01
7.34
6.76
6.26
5.82
5.30
0.76
2220
2890
2980
1.84
8.30
17.22
14.56
12.51
10.91
9.62
8.57
7.71
6.98
6.37
5.85
5.39
5.00
4.66
4.36
0.91
2570
3240
3350
1.85
8.83
20.00
18.12
15.55
13.53
11.92
10.60
9.51
8.61
7.84
7.18
6.62
6.13
5.70
5.32
1.21
3090
3920
3760
1.89
9.84
20.00
20.00
18.57
16.14
14.20
12.62
11.31
10.22 9.30
8.51
7.83
7.25
6.73
6.28
1.52
3300
4190
3950
1.92
10.68
20.00
20.00
18.55
16.12
14.18
12.61
11.30
10.21 9.29
8.51
7.83
7.24
6.73
6.28
0.76
2010
2630
2720
2.41
14.67
20.00
18.64
16.02
13.97
12.32
10.98
9.87
8.94
7.49
6.91
6.41
5.98
5.59
0.91
2310
2960
3060
2.42
15.56
20.00
20.00
19.91
17.32
15.26
13.57
12.18
11.02 10.04
9.20
8.48
7.85
7.30
6.82
1.21
2830
3580
3490
2.46
17.26
20.00
20.00
20.00
20.00
18.18
16.16
14.49
13.09 11.91
10.90
10.04 9.28
8.63
8.05
3030
3930
3700
2.49
18.69
20.00
20.00
20.00
20.00
18.17
16.15
14.48
13.08 11.91
10.90
10.03 9.28
8.62
8.05
0.76
1940
2550
2630
2.64
17.93
20.00
20.00
17.42
15.19
13.40
11.94
10.74
9.73
8.15
7.52
6.98
6.50
6.08
0.91
2230
2860
2960
2.65
19.0
20.00
20.00
20.00
18.84
16.59
14.76
13.25
11.99 10.92
10.01
9.22
8.54
7.94
7.42
1.21
2740
3460
3390
2.68
21.04
20.00
20.00
20.00
20.00
19.77
17.57
15.76
14.24 12.96
11.86
10.92 10.10 9.38
8.75
1.52
2940
3840
3620
2.71
22.76
20.00
20.00
20.00
20.00
19.77
17.57
15.76
14.24 12.96
11.86
10.92 10.10 9.38
8.75
0.76
1840
2370
2450
3.3
23.2
20.00
20.00
19.60
17.10
15.09
13.46
12.11
10.98 10.02
9.21
8.51
7.90
7.36
6.45
0.91
2120
2670
2760
3.3
24.6
20.00
20.00
20.00
20.00
18.67
16.62
14.93
13.51 12.31
11.29
10.41 9.65
8.98
8.08
1.21
2560
3230
3160
3.3
27.0
20.00
20.00
20.00
20.00
20.00
19.77
17.74
16.03 14.60
13.37
12.31 11.39 10.59 9.60
1.52
27.40
36.50
33.90
3.3
29.3
20.00
20.00
20.00
20.00
20.00
19.76
17.73
16.03
13.36
12.31 11.39 10.59 9.60
0.76
1780
2250
2330
3.7
31.9
20.00
20.00
20.00
19.42
17.14
15.28
13.75
12.47 11.38
10.46 9.66
8.97
0.91
2040
2540
2620
3.7
33.7
20.00
20.00
20.00
20.00
20.00
18.88
16.95
15.35 13.99
12.82 11.82
10.96 10.20
1.21
2450
3070
3030
3.7
37.0
20.00
20.00
20.00
20.00
20.00
20.00
20.00
18.22 16.58
15.19 13.98
12.94 12.03 11.05
1.52
2630
3480
3250
3,8
40,0
20.00
20.00
20.00
20.00
20.00
20.00
20.00
18.21 16.58
15.18 13.98
12.94 12.03 11.05
0.76
1740
2220
2290
3.78
41.51
20.00
20.00
20.00
20.00
18.79
16.75
15.06
13.65 12.46
11.44 10.56
9.80
0.91
2000
2500
2580
3.79
43.74
20.00
20.00
20.00
20.00
20.00
20.00
18.59
16.82 15.32
14.04 12.94
11.99 11.15 10.42
1.21
2440
3020
3010
3.82
48.06
20.00
20.00
20.00
20.00
20.00
20.00
20.00
19.98 18.18
16.64 15.32
14.17 13.17 12.29
1.52
2610
3420
3230
3.85
51.76
20.00
20.00
20.00
20.00
20.00
20.00
20.00
19.97 18.17
16.64 15.32
14.17 13.17 12.29
102
115
140
1.52
8.16
150 8.88
165
4.59
184 8.36
7.58 9.80
200 9.13
Allowable Stress Design •Properties are based on a unit width of 1 000 mm (S.I. units).
•Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3’’) and the interior bearing length equal to 152.4 mm (6’’). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.
13
8.54
P-2432 COMPOSITE Canam Asia’s composite P-2432 is a steel deck roll formed to cover 610 mm (24 in.). The deck is available with a galvanized coating according to the standard ASTM A 653M with zinc thickness corresponding to Z275 (G90). Other types of steel sheet finishes may affect the bond properties between deck and concrete. Venting slots can be added to the bottom of the flutes. our sales department for more information. Nominal thicknesses are 0.76 mm(0.030 in.), 0.91 mm (0.036 in.) and 1.21 mm (0.048 in.). The flutes are 76 mm (3 in.) deep and are spaced at 305 mm(12 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.). The wide flutes provide enough space to weld headed studs through the deck to the top of beams or joists that will act in composite action with the concrete slab. Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.
DIMENSIONS
PHYSICAL PROPERTIES T
Overall
Design mm (in.)
Depth mm (in.)
Kg/m (psf)
2
kN (lbs)
Section Modulus + M M 3 3 mm mm 3 3 (in ) (in )
0.76 (22)
0.762 (0.030)
76,26 (3.00)
9,46 (1,94)
5,71 (391)
22802 22727 (0.424) (0.423)
1019179 (0.746)
0.91 (20)
0.914 (0.036)
76,41 (3.01)
11,21 (2,30)
9,31 (638)
28816 28696 (0.536) (0.534)
1266921 (0.928)
1248541 (0.914)
1 350 (0.612)
37,59 (1.48)
1.21 (18)
1.214 (0.048) 1,524 (0.060)
76,72 (3.02) 77.01 (3,03)
14,71 (3,01) 18,09 (3,70)
18,01 (1234) 28,67 (1965)
42619 42500 (0.793) (0.791) 56208 56522 (1.019) (1.660)
1801306 (1,319) 2255297 (0.3898)
1780736 (1,304) 2255297 (0.3898)
1 800 (0.813) 2220 (1.020)
37,74 (1.48) 37,89 (1.48)
Type
1,52 (16)
Weight
Allowed Bearing
Moment of Inertia +
I 4 mm 4 (in )
PHYSICAL PROPERTIES Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi).
14
-
I 4 mm 4 (in ) 1003361 (0.735)
Steel
Center
Area of Gravity 2 mm mm 2 (in ) (in.) 1 131 37,51 (0.534) (1.48)
Tables are calculated according to CAN/CSA-S136-01 standard.
P-2432 COMPOSITE ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) Slab Deck
Maximum Unshored Span
Self
Comp. Mom.
SPAN (mm)
Thick Thick Single Double Triple Weight . .
of Inertia
(mm) (mm) (mm)
(106 mm 4) 2400
(mm)
(mm)
(kPa)
3580
METRIC
2500
2700
2850
3000
3150
3300 3450 3600
3750 3900
4050
4200
4350
127 0.76
2800
3470
2.1
10.6
9.36
8.36
7.52
6.81
6.21
5.69
5.23
4.84
4.49
4.18
3.91
3.67
3.45
3.22
0.91
3200
3880
4010
2.1
11.2
10.60
9.53
8.63
7.86
7.21
6.64
6.14
5.71
5.33
4.99
4.68
4.41
4.17
3.93
1.21
3880
4700
4550
2.2
12.5
14.43
13.14
12.05
11.11
10.29
9.58
8.95
8.40
7.91
7.47
7.07
6.72
6.39
6.03
1.52
4290
5390
5300
2.2
13.7
14.44
13.15
12.05
11.11
10.29
9.58
8.96
8.41
7.91
7.47
708
6.72
6.40
6.06
0.76
2650
3310
3420
2.42
14.0
10.72
9.58
8.61
7.80
7.11
6.51
5.99
5.54
5.14
4.79
4.48
4.20
3.95
3.64
0.91
3030
3710
3830
2.44
14.7
12.14
10.91
9.88
9.00
8.25
7.60
7.03
6.53
6.10
5.71
5.36
5.05
4.77
4.53
1.21
3770
4490
4420
2.47
16.4
16.53
15.05
13.80
12.72
11.78
10.97
10.25 9.62
9.05
8.55
8.10
7.69
7.32
6.98
1.52
3980
4940
4660
2.50
17.9
16.53
15.05
13.80
12.72
11.79
10.97
10.26 9.62
9.06
8.55
8.10
7.69
7.32
6.98
0.76
2560
3200
3310
2.65
17.1
11.76
10.51
9.45
8.56
7.80
7.14
6.57
6.0
5.64
5.25
4.91
4.61
4.33
3.99
0.91
2920
3590
3710
2.66
18.1
13.32
11.98
10.84
9.88
9.05
8.34
7,72
7,17
6.69
6.26
5.88
5.54
5.24
4.97
1.21
3630
4350
4310
2.70
20.1
18.14
16.52
15.14
1396
12.93
12.04
11.25 10.55 9.93
9.38
8.88
8.44
8.03 7.66
1.52
3890
4840
4560
2.73
21.8
18.14
16.52
15.14
13.96
12.93
12.04
11.25 10.56 9.94
9.39
8.89
8.44
8.03
7.66
0.76
2470
3110
3210
2.87
20.6
12.64
11.28
10.14
9.17
8.35
7.64
7.02
6.49
6.02
5.60
5.23
4.90
4.61
4.35
0.91
2830
3480
3600
2.89
21.8
14.51
13.05
11.81
10.76
9.86
9.08
8.41
7.81
7.29
6.82
6.41
6.04
5.71
5.40
1.21
3520
4220
4230
2.93
24.2
19.75
17.98
16.48
15.19
14.08
13.10
12.25 11.49 10.82
10.21 9.67
9.18
8.74
8.34
1.52
3810
4740
4470
2.96
26.2
19.75
17.98
17.83
16.48
15.19
14.08
13.10 12.25 11.49
10.82 10.21
9.67
9.46
8.34
0.76
2390
2980
3080
3.22
26.7
14.38
12.84
11.55
10.46
9.53
8.72
8.03
7.42
6.89
6.42
6.00
5.62
5.29 4.88
0.91
2740
3340
3450
3.23
28.2
16.28
14.63
13.25
12.07
11.06
10.19
9.43
8.76
8.17
7.65
7.19
6.77
6.40 6.06
1.21
3400
4040
4120
3.27
31.2
20.00
20.00
18.50
17.05
15.80
14.70
13.74 12.89 12.14
11.46 10.85
10.30
9.81
9.35
1.52
3710
4610
4350
3.3
33.7
20.00
20.00
18.50
17.06
15.80
14.71
13.75 12.90 12.14
11.47 10.86
10.31
9.81
9.36
0.76
2280
2790
2890
3.79
39.4
16.99
15.17
13.65
12.36
11.25
10.31
9.48
8.13
7.58
7.08
6.64
6.25
5.76
0.91
2600
3130
3240
3.80
41.5
19.24
17.29
15.65
14.26
13.07
12.04
11.14 10.35 9.65
9.04
8.49
8.00
7.56 7.16
1.21
3240
3800
3920
3.84
45.7
20.00
20.00
20.00
20.00
18.67
17.37
16.24 15.23 14.34
13.54 12.82
12.17
11.58 11.05
1.52
3560
4360
4180
3.87
49.3
20.00
20.00
20.00
20.00
18.67
17.38
16.24 15.24 14.34
13.54 12.83
12.18
11.59 11.05
0.76
2180
2640
2730
4.36
55.6
19.33
17.25
15.50
14.02 12.76
11.68
10.74 9.92
8.56
8.00
7.49
7.04
6.64
0.91
2490
2960
3060
4.37
58.5
20.00
19.96
18.07
16.46 15.08
13.89
12.85 11.94 11.14
10.43 9.80
9.23
8.72
8.26
1.21
3090
3590
3710
4.41
64.2
20.00
20.00
20.00
20.00 20.00
20.00
18.73 17.57 16.54
15.62 14.79
14.04
13.36 12.75
1.52
3400
4130
4040
4.44
69.1
20.00
20.00
20.00
20.00 20.00
20.00
18.73 17.57 16.54
15.62 14.79
14.04
13.36 12.75
140
150
160
175
200 8.77
225 9.20
Allowable Stress Design •Properties are based on a unit width of 1 000 mm (S.I. units). •Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3'') and the interior bearing length equal to 152.4 mm (6''). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.
15
The difference, our service The difference is in the range of services we provide. 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. We provide all the technical you require to accelerate the start -up of your project.
Head Office, Plant and Sales Office s Plants
Sales Offices
Dammam Head Office, Plant & Sales Office P.O. Box 877, Dammam 31421 Kingdom of S audi Arabia Tel (966) 3 847 2129 Fax (966) 3 847 3581 Email: inf [email protected]
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d Plant and Sales Offices Plants
Sales Offices
Quebec Head Office, Plant & Sales Office ISO 9001:2000, SJI, AISC, BCS ( 1 ) 115, boulevard Canam Nord Saint-Géd éon, Beauce (Qu ébec) G0M 1T0 Tel (418) 582 3331 Toll-free 1-888-849-5910 Fax (418) 582 3381
Quebec 200, boulevard Industriel Bouch erv ille (Québ ec) J 4B 2X4 Tel (450) 641 8770 Toll-free 1-800-361-0203 Fax (450) 641 8769
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Engineering & Cre dit Office 270, chemin Du Tremblay Bouch erv ille (Québ ec) J 4B 5X9 Tel (450) 641 4000 Toll-free 1-866-506-4000 Fax (450) 641 4001 California 388 L a Purisma Way Oceanside, California 92057 Tel (760) 439 5339 Fax (760) 269 3403 Florida 553 Waterside Drive Hypoluxo, Florida 33462 Tel (561) 547 7469 Fax (561) 540 2571 Illino is 7501 Lemont Road, Su ite 315 Woodridg e, Illin ois 60517-2660 Tel (630) 910 1700 Fax (630) 910 1785 Indiana 5605 Hidden V alley Road Russiav ille, Indian a 46979 Tel (765) 883 1135 Fax (765) 883 1138 2219 Cany on Creek Dr. Lafay ette, Indiana 47909 Tel (765) 471 7300 Fax (765) 471 7303
Massachusetts 50 Eastman Street Easton , Massachu sett s 02 334-1245 Tel (508) 238 4500 Fax (508) 238 8253 Minnesota 14481 Fairway Driv e Eden Prairie, Minn esot a 55344 Tel (952) 475 9165 Fax (952) 475 2710 New York 139 H awthorn e Way Chitten ango, New York 13037 -1010 Tel (315) 687 5870 Fax (315) 687 3701 Ohio 30 Hill Road South Pickerington, Ohio 43147 Tel (614) 920 0949 Fax (614) 920 0937 Oregon 2081 Holcomb Spring s Road Gold H ill, Oregon 97525 Tel (541) 855 9057 Fax (541) 855 2027 Pennsylvania 3280 St. Andrews Drive Chambersburg, Penn sylv ania 17201 Tel (717) 263 7432 Fax (717) 263 7542 1012 Hampst ead Road Wynnewood, Penn sylv ania 19096 Tel (610) 896 4790 Fax (610) 896 4815 Texas 210 S ilentbluff D riv e San Antonio, Texas 78216 Tel (210) 495 0105 Fax (210) 495 1476
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16
Virginia 11008 Blake L ane Bealeton, V irgin ia 22712 Tel (540) 439 1475 Fax (540) 439 1476 Washington 240 N.W. Gilman Boulevard, Su ite G Issaquah, Washington 98027 Tel (425) 392 2935 Fax (425) 392 3149
Utility /Product Roof Deck Floor Deck (Composite) Form Deck (Non Composite) Deck Features Vented Deck Integral Hanger Tab Acoustical Deck Technical Data Diaphragm Depth Coverage
P-3606 √
P-2436 √
P-2404 √
P-2438 √
P-2403 √
√
√
√
√
√
√
√
√
√
√
P-3623
P-2432
√ √
√ √
√ √
√ √
√
√
√
√
√
√
√
1 ½” (38mm)
3” (76mm)
3” (76mm)
3” (76mm)
3” (76mm)
2” (51mm)
3” (76mm)
36” (914mm)
24” (610mm)
24” (610mm)
24” (610mm)
24” (610mm)
36” (914mm)
24” (610mm)
3
OUR SERVICE For project design, bid presentation or component manufacturing, our sales representatives, engineers, technicians and draftsmen are at your service. Our team can suggest efficient and economical solutions.
DRAWINGS Canam Asia produces its own shop drawings for the fabrication of your steel joists, trusses and steel deck.
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 Asia has an automated steel deck roll formers.
DELIVERY Canam Asia’s advantage has always been our ability to deliver just on time, regardless of where or wh en you need our products. We know that your on-site erection crew can not afford to wait. For this reason, our trucks travel around the clock, to satisfy the requirements of your construction schedules.
4
NOTES ABOUT LOAD TABLES STANDARDS This Canam Asia 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 .
Design shall be made under Allowable Stress Design (ASD) no load factors was used. For this reason, the uniform loads shown in the tables are the maximum loads that the deck can . The Canadian Sheet Steel Building Institute (CSSBI) specifies rules for steel deck practices. Canam Asia applied those rules in the calculations for this catalog.
WARNING Although every effort was made to ensure that all date in this catalog is factual and that the numerical values are accurate to a degree consistent with cold-formed design standards, Canam Asia does not assure responsibility f or 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 recognizes 7 different structural quality steels with their chemical composition and mechanical properties. The sheet steels normally used to form Cana m Asia steel deck profiles correspond to ASTM A 653M SS Grade 340. They have a yield strength of 340 MPa (50 ksi) and a tensile strength of 450 MPa (66 ksi). Steel with higher yield strength or different ASTM designation can be used to meet specific needs.
THICKNESS CAN/CSA-S136-01 standard for the design of cold-formed steel structural indicated that the thickness supplied shall not be less than 95% of the design thickness used. The generally accepted thickness of the zinc coating of a Z275 (G90) finish is approximately 0.040 mm (0.0015 in.).
COATING Canam Asia steel deck profiles are available with Z275 (G90) or ZF75 (A25) zinc protection according to the standard ASTM A 653M. Upon request, Canam Asia can also provide finish paint from the 8000 col or series with an underlying zinc protection of Z275 (G90), or other types of material, given sufficient notice.
EMBOSSMENTS The P-3623 and P-2432 deck profiles are available with embossments to act in composite action with a concrete slab. Tables for these composite sections show loads and unshored s pans for normal weight concrete.
SHORTER LENGTHS Upon special request made to our sales department, sheets are available in lengths of less than 1 800 mm (6 feet) .
CONCENTRATED LOADS The loads indicated in the tables are uniformly distributed and must not be used as the equivalent of point loads or linear loads. Proper analysis should be done by an engineer to the effects of those concentrated loads on the deck or composite deck-slab. For example: The wheel load of rolling equipment on the steel deck during roofing material installation. The large spacing between attachments of roofing material to steel deck under uplift conditions. The footprint of a concentrated load on a slab. Concentrated loads shall be analyzed to ensure they do not overstress the steel deck or the composite deck -slab locally.
5
P-3606 Canam Asia’s steel deck profile P-3606 is roll formed to cover 914 mm (36 in.). The deck is available with a galvanized coating according to the stan dard 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 aluminum-zinc coating according to designation AZM 150 (AZ50) of the standard ASTM A 792M. Nominal thicknesses range from 0.76 mm (0.030 in.) to 1.52 mm (0.060 in.). The flutes are 38 mm (1.5 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.).
PHYSICAL PROPERTIES Type
22 20 18 16
Nominal Thickness
Design Thickness
Overall Depth
Weight
mm (in.)
mm (in.)
mm (in.)
kg/m 2 (lb/ft )
mm 3 (in )
mm 3 (in )
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
37.4 (1.47) 37.5 (1.48) 37.8 (1.49) 38.1 (1.50)
8.50 (1.74) 10.07 (2.06) 13.26 (2.72) 16.34 (3.35)
9 325 (0.1734) 11 558 (0.2150) 15 813 (0.2941) 19 786 (0.3680)
9585 (0.1783) 12 005 (0.2233) 15 994 (0.2975) 19 786 (0.3680)
2
Section Modulus + M M 3
Moment of Inertia I I +
3
4
mm 4 (in )
189 947 (0.1391) 240 309 (0.1760) 350 812 (0.2569) 452 472 (0.3313)
4
mm 4 (in )
226 910 (0.1662) 271 057 (0.1985) 363 493 (0.2662) 452 472 (0.3313)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
6
P-3606 ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22 20 18
16
METRIC SINGLE SPAN (mm)
Nominal
900
1 050
1 200
1 350
1 500
1650
1800
1950
A
18.19
13.47
10.36
8.22
6.67
5.53
4.65
3.97
D
16.93
10.66
7.14
5.02
3.66
2.75
2.12
1.66
A
22.06
16.34
12.58
9.97
8.10
6.71
5.65
4.48
4.16
D
21.41
13.48
9.03
6.34
4.63
3.48
2.68
2.11
1.69
A
30.23
22.40
17.25
13.68
11.12
9.21
7.75
6.61
D
31.26
19.69
13.19
9.26
6.75
5.07
3.91
3.07
A
38.08
28.23
21.74
17.24
14.01
11.60
9.77
D
40.32
25.39
17.01
11.95
8.71
6.54
5.04
1500
1650
1800
6.81
Thickness (mm)
0.76 0.91 1.21
1.52
2 100
2 250
2 400
2 550
2 700
5.70
4.97
4.37
2.46
2.00
1.65
8.33
7.19
6.27
5.51
4.89
3.96
3.17
2.58
2.13
1.77
1950
2100
2250
2400
2550
2 700
2 850
DOUBEL SPAN (mm) 900 22 20 18 16
0.76 0.91 1.21 1.52
1050
1200
1350
2 850
A
(14.17)
(12.15)
(10.54)
8.37
5.65
4.76
4.06
3.51
3.06
2.69
2.39
2.13
D
40.77
25.68
17.20
12.08
8.81
6.62
5.10
4.01
3.32
2.61
2.15
1.79
1.51
A
(20.12)
(17.00)
13.13
10.44
8.50
7.05
5.94
5.07
4.38
3.82
3.36
2.98
2.66
2.39
D
51.58
32.48
21.76
15.28
11.14
8.37
6.45
5.07
4.06
3.30
2.72
2.27
1.19
1.62
A
30.47
22.70
17.54
13.95
11.35
9.41
7.93
6.77
5.85
5.10
4.49
3.98
3.55
3.19
D
75.30
47.42
31.77
22.31
16.27
12.22
9.41
7.40
5.93
4.82
3.97
3.31
2.79
2.37
A
37.71
28.09
21.70
17.25
14.04
11.64
9.81
8.37
7.23
6.31
5.55
4.92
4.39
3.95
D
97.12
61.16
40.97
28.78
20.98
15.76
12.14
9.55
7.65
6.22
5.12
4.27
3.60
3.06
2400
2550
2 700
2 850
TRIPLE SPAN (mm) 900 22
0.76
20
0.91
18
1.21
16
1.52
1 050
1 200
1 350
1 500
1650
1800
1950
2100
2250
A
(16.11)
(13.80)
(12.08)
10.35
8.44
7.00
5.91
5.05
4.36
3.81
D
31.96
20.12
13.48
9.47
6.90
5.19
3.99
3.14
2.52
2.05
1.69
3.35
A
(22.86)
(19.60)
16.16
12.89
10.51
8.73
7.37
6.30
5.44
4.75
4.18
3.71
3.31
D
40.43
25.46
17.06
11.98
8.73
6.56
5.05
3.97
3.18
2.59
2.13
1.78
1.50
A
37.11
27.82
21.59
17.22
14.04
11.66
9.84
8.41
7.27
6.34
5.59
4.95
4.42
3.97
D
59.02
37.17
24.90
17.49
12.75
9.58
7.38
5.80
4.65
3.78
3.11
2.59
2.19
1.86
A
45.94
34.43
26.71
21.30
17.37
14.43
12.17
10.40
8.99
7.85
6.91
6.13
5.47
4.92
D
76.12
47.94
32.11
22.56
16.44
12.35
9.52
7.48
5.99
4.87
4.01
3.35
2.82
2.40
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
A
B
A
B
C
C=1/2" U/N 3/4" FOR 10 & 12GA
C
A POUR STOP PS_
CELL CLOSURE CC_
7
Z- CLOSURE ZC_
P-2436 & P-2404
PHYSICAL PROPERTIES Type
22 20 18 16
Nominal
Design
Overall
Thickness mm (in.)
Thickness mm (in.)
Depth mm (in.)
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
76.2 (3.00) 76.4 (3.01) 76.7 (3.02) 77.0 (3.03)
Weight
Section Modulus +
-
kg/m 2 (lb/ft )
M 3 mm 3 (in )
M 3 mm 3 (in )
11.85 (2.43) 14.04 (2.875) 18.33 (3.752) 22.71 (4.650)
23570 (0.4385) 28717 (0.5343) 39753 (0.7396) 50531 (0.9401)
24552 (0.4568) 30518 (0.5678) 41655 (0.7750) 51681 (0.9615)
2
Moment of Inertia +
I 4 mm 4 (in ) 952749 (0.6979) 1196178 (0.8762) 1736958 (1.2723) 2275156 (1.6665)
-
I 4 mm 4 (in ) 1138807 (0.8341) 1375125 (1.0072) 1843832 (1.3506) 2294846 (1.6809)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
8
P-2436 & P-2404 ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22 20 18
16
METRIC SINGLE SPAN (mm)
Nominal
1 400
1 800
2200
2600
3000
3400
3800
4 200
4600
A
(18.85)
11.60
7.79
5.60
4.21
3.29
2.63
2.16
1.80
D
22.52
10.61
5.80
3.52
2.29
1.57
1.13
0.83
0.63
A
23.24
14.18
9.53
6.84
5.15
4.01
3.22
2.63
2.20
1.86
D
28.27
13.30
7.29
4.41
2.87
1.95
1.41
1.05
0.80
0.62
A
32.45
19.74
13.25
9.50
7.14
6.29
4.46
3.65
3.04
D
41.05
19.31
10.58
6.41
4.17
2.85
2.05
1.52
1.16
A
41.23
25.08
16.84
12.07
9.08
7.92
5.66
4.64
D
53.76
25.30
13.85
8.39
5.46
3.67
2.69
1.99
1400
1 800
2200
2600
3000
3400
3800
Thickness (mm)
0.76 0.91 1.21
1.52
5000
5400
5800
6200
6600
2.58
2.21
1.91
0.90
0.72
0.58
3.87
3.27
2.81
2.43
2.13
1.88
1.52
1.18
0.94
0.76
0.62
0.51
4200
4600
5000
5400
DOUBEL SPAN (mm)
22 20 18 16
A
0.76 0.91 1.21 1.52
(12.95)
5800
6200
6600
(10.07)
(8.24)
6.15
4.64
3.62
2.91
2.38
1.99
1.69
1.45
1.25
1.10
D
54.24
25.52
13.98
8.47
5.51
3.79
2.71
2.01
1.53
1.19
0.95
0.76
0.62
A
(18.01)
(14.00)
10.27
7.39
5.57
4.34
3.48
2.85
2.38
2.02
1.73
1.50
1.31
1.16
D
68.10
32.04
17.55
10.63
6.92
4.75
3.41
2.52
1.92
1.50
1.19
0.96
0.78
0.65
A
(30.91)
20.56
13.83
9.93
7.47
5.82
4.66
3.82
3.19
2.70
2.31
2.01
1.76
1.55
D
98.88
46.53
25.48
15.44
10.05
6.90
4.94
3.66
2.79
2.17
1.72
1.39
1.14
0.94
A
41.81
25.51
17.16
12.32
9.27
7.22
5.79
4.74
3.95
3.35
2.87
2.49
2.18
1.92
D
129.51
60.93
33.37
20.22
13.16
9.04
6.48
4.80
3.65
2.84
2.26
1.82
1.49
1.24
TRIPLE SPAN (mm)
22
0.76
20
0.91
18 16
1.21 1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
A
(14.71)
(11.44)
(9.36)
7.61
5.76
4.50
3.62
2.97
2.48
2.10
1.80
5800 1.57
6200
6600
D
42.51
20.00
10.96
6.64
4.32
2.97
2.13
1.57
1.20
0.93
0.74
0.60
A
(20.46)
(15.91)
(12.73)
9.18
6.92
5.41
4.34
3.56
2.97
2.51
2.16
1.87
1.64
1.45
D
53.38
25.12
13.76
8.33
5.42
3.73
2.67
1.98
1.50
1.17
0.93
0.75
0.61
0.51
A
(35.13)
25.52
17.20
12.36
9.31
7.26
5.82
4.77
3.98
3.37
2.89
2.50
2.19
1.94
D
77.50
36.47
19.97
12.10
7.88
5.41
3.88
2.87
2.18
1.70
1.35
1.09
0.89
0.74
A
(51.67)
31.67
21.34
15.34
11.55
9.01
7.22
5.92
4.93
4.18
3.58
3.11
2.72
2.40
D
101.50
47.76
26.16
15.85
10.32
7.09
5.08
3.76
2.86
2.23
1.77
1.43
1.17
0.97
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
A
B
A
A
ANGLE RIDGE & VALLEY RV_
C CHANNEL SC_
9
BUTT STRIP BS_
P-2438 & P-2403
Canam’s roof deck P-2438 and P-2403 are roll formed to cover 24 in. (610 mm) in width. The flutes are 3 in. (76 mm) deep and are spaced at 8 in. (203 mm) on center. The deck is readily available with steel galvanized according to ASTM standard A 653 with a zinc thickness corresponding to G90 (Z275), Other finishes are available upon request; please check with our sales department for availability. Nominal thicknesses range from 0.030 in. (0.76 mm) to 0.060 in. (1.52 mm). PHYSICAL PROPERTIES Type
22 20 18 16
Nominal
Design
Overall
Thickness mm (in.)
Thickness mm (in.)
Depth mm (in.)
0.76 (0.030) 0.91 (0.036) 1.21 (0.048) 1.52 (0.060)
0.762 (0.0300) 0.909 (0.0358) 1.217 (0.0479) 1.511 (0.0595)
76.3 (3.00) 76.4 (3.01) 76.7 (3.02) 77.0 (3.03)
Weight
Section Modulus +
-
kg/m 2 (lb/ft )
M 3 mm 3 (in )
M 3 mm 3 (in )
10.62 (2.18) 12.58 (2.58) 16.57 (3.39) 20.53 (4.20)
17709 (0.3294) 21623 (0.4022) 30095 (0.5598) 38471 (0.7156)
20812 (0.3871) 24822 (0.4617) 33180 (0.6172) 41174 (0.7658)
2
Moment of Inertia +
I 4 mm 4 (in ) 728118 (0.5332) 921099 (0.6745) 1362720 (0.9979) 1821290 (1.3337)
-
I 4 mm 4 (in ) 1022860 (0.7490) 1221680 (0.8946) 1637740 (1.1993) 2037940 (1.4924)
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard. Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.
10
ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) Type
22
SINGLE SPAN (mm)
Nominal
1 400
1 800
2200
2600
3000
3400
3800
4 200
A
(14.19)
8.72
5.88
4.22
3.18
2.48
1.99
1.63
D
17.24
8.11
4.44
2.69
1.75
1.20
0.86
0.64
A
17.57
10.72
7.21
5.18
3.89
3.03
2.43
1.99
1.66
D
21.81
10.26
5.62
3.40
2.22
1.52
1.09
0.81
0.61
A
24.67
15.00
10.07
7.22
5.43
4.23
3.39
2.77
D
32.26
15.18
8.31
5.04
3.28
2.25
1.61
1.19
A
31.51
19.17
12.87
9.23
6.94
5.41
4.33
D
43.12
20.29
11.11
6.73
4.38
3.01
2.16
Thickness (mm)
0.76
20
METRIC
0.91
18
1.21
16
1.52
4600
5000
5400
5800
2.31
1.96
1.68
0.91
0.71
0.56
3.55
2.96
2.50
2.15
1.86
1.60
1.22
0.95
0.75
0.61
6200
6600
DOUBEL SPAN (mm)
22
0.76
20
0.91
18
1.21
16
1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
5800
A
(9.71)
(7.55)
(6.18)
4.91
3.70
2.89
2.32
1.91
1.59
1.35
1.16
1.00
6200
6600
D
41.52
19.54
10.70
6.48
4.22
2.90
2.08
1.54
1.17
0.91
0.72
0.58
A
(13.51)
(10.50)
8.20
5.90
4.45
3.47
2.78
2.28
1.90
1.61
1.38
1.20
1.05
D
52.53
24.71
13.54
8.20
5.34
3.67
2.63
1.95
1.48
1.15
0.92
0.74
0.60
A
(23.19)
16.42
11.05
7.93
5.97
4.65
3.73
3.05
2.55
2.16
1.85
1.60
1.40
1.24
D
77.71
36.56
20.03
12.13
7.90
5.43
3.89
2.88
2.19
1.71
1.35
1.09
0.89
0.74
A
33.36
20.38
13.71
9.85
7.41
5.78
4.63
3.79
3.16
2.68
2.30
1.99
1.74
1.54
D
103.86
48.87
26.77
16.21
10.56
7.25
5.19
3.85
2.93
2.28
1.18
1.46
1.20
0.99
TRIPLE SPAN (mm)
22
0.76
20
0.91
18
1.21
16
1.52
1400
1 800
2200
2600
3000
3400
3800
4200
4600
5000
5400
A
(11.04)
(8.58)
(7.02)
D
32.54
15.31
8.39
A
(15.35)
(11.94)
D
41.17
A
5800
6200
6600
(5.94)
4.59
3.59
2.89
2.37
1.98
1.68
1.44
5.08
3.31
2.27
1.63
1.21
0.92
0.71
0.57
(9.77)
7.32
5.53
4.32
3.47
2.84
2.37
2.01
1.72
1.50
19.37
10.61
6.43
4.18
2.87
2.06
1.52
1.16
0.90
0.72
0.58
(26.35)
(20.36)
13.73
9.88
7.44
5.80
4.65
3.81
3.18
2.69
2.31
2.00
1.75
1.55
D
60.91
28.66
15.70
9.51
6.19
4.25
3.05
2.26
1.72
1.34
1.06
0.86
0.70
0.58
A
(39.35)
25.27
17.05
12.26
9.23
7.20
5.77
4.73
3.95
3.34
2.87
2.49
2.18
1.92
D
81.40
38.30
20.98
12.71
8.27
5.68
4.07
3.01
2.29
1.79
1.42
1.14
0.94
0.78
N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the s, or the clear dimension between the s plus the depth of the deck at each end. Accessories for the flooring systems
B
B
A
A
A
B
A=1" MIN
CLOSURE STRIP CS_
EDGE STRIP ES_
C
"Z" EDGE STRIP ZES_
C
11
P-3623 COMPOSITE Canam Asia’s composite P-3623 is a steel deck 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). Other types of steel sheet finishes may affect the bond properties between deck and concrete. Venting slots can be added to the bottom of the flutes. our sales department for more information. Nominal thicknesses are 0.76 mm (0.030 in.), 0.91 mm (0.036 in.) and 1.21 mm (0.048 in.). The flutes are 51 mm (2 in.) deep and are spaced at 305 mm (12 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.). The wide flutes provide enough space to weld headed studs through the deck to the top of beams or joists that will act in composite action with the concrete slab. Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.
DIMENSIONS
PHYSICAL PROPERTIES T Design mm (in.)
Overall Depth mm (in.)
0.76 (22)
0.762 (0.030)
0.91 (20) 1.21 (18)
Type
1,52 (16)
2
kN (lbs)
Section Modulus + M M 3 3 mm mm 3 3 (in ) (in )
50.8 (2.00)
8,48 (1.74)
5,14 (352)
14 295 (0.266)
14 295 (0.266)
413 359 (0.303)
Steel Area 2 mm 2 (in ) 950 (0.480)
0.914 (0.036)
51.0 (2.01)
10,05 (2.06)
6,74 (462)
18 166 (0.338)
18 166 (0.338)
512 772 (0.376)
1 138 (0.573)
25.47 (1.00)
1.214 (0.048) 1,524 (0.036)
51.3 (2.02) 51.0 (2.01)
13,19 (2.70) 16,44 (3,37)
11,85 (812) 20,55 (1409)
26 817 (0.499) 34 623 (0.644)
26 817 (0.499) 34 623 (0.644)
717 608 (0.526) 892 674 (0.654)
1 513 (0.715) 1 900 (0.898)
25.63 (1.01) 25.77 (1.01)
Weight Kg/m (psf)
Allowed Bearing
Moment of Inertia 4 mm 4 (in )
Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi). Tables are calculated according to CAN/CSA-S136-01 standard.
12
Center of Gravity mm (in.) 25.40 (1.00)
P-3623 COMPOSITE ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) Slab
Deck
Maximum Unshored Span
Thick. Thick. Single (mm) (mm)
Self
Double Triple Weight
(mm)
(mm)
0.76
2 280
0.91
2 630
1.21
METRIC
Comp. Mom.
SPAN (mm)
of Inertia
(mm)
(kPa)
(106 mm 4)
1 500
1 650
1 800
1 950
2 100
2 250 2 400 2 550 2 700
2 850
3 000 3 150 3300
3450
2 940
3040
1.8
5.8
14.79
12.51
10.76
9.39
8.29
7.39
6.65
6.03
5.51
5.06
4.68
4.34
4.05
3.75
3300
3 410
1.8
6.2
18.41
15.55
13.36
11.63
10.25
9.13
8.20
7.42
6.76
6.20
5.72
5.30
4.94
4.43
3 090
3 990
3 820
1.9
6.9
20.00
18.57
1593
13.86
12.20
10.85
9.73
8.80
8.01
7.34
6.76
6.26
5.82
5.30
1.52
3300
4410
4080
1.9
7.5
20.00
18.55
15.91
13.84
12.19
10.84
9.73
8.79
8.01
7.34
6.76
6.26
5.82
5.30
0.76
2220
2890
2980
1.84
8.30
17.22
14.56
12.51
10.91
9.62
8.57
7.71
6.98
6.37
5.85
5.39
5.00
4.66
4.36
0.91
2570
3240
3350
1.85
8.83
20.00
18.12
15.55
13.53
11.92
10.60
9.51
8.61
7.84
7.18
6.62
6.13
5.70
5.32
1.21
3090
3920
3760
1.89
9.84
20.00
20.00
18.57
16.14
14.20
12.62
11.31
10.22 9.30
8.51
7.83
7.25
6.73
6.28
1.52
3300
4190
3950
1.92
10.68
20.00
20.00
18.55
16.12
14.18
12.61
11.30
10.21 9.29
8.51
7.83
7.24
6.73
6.28
0.76
2010
2630
2720
2.41
14.67
20.00
18.64
16.02
13.97
12.32
10.98
9.87
8.94
7.49
6.91
6.41
5.98
5.59
0.91
2310
2960
3060
2.42
15.56
20.00
20.00
19.91
17.32
15.26
13.57
12.18
11.02 10.04
9.20
8.48
7.85
7.30
6.82
1.21
2830
3580
3490
2.46
17.26
20.00
20.00
20.00
20.00
18.18
16.16
14.49
13.09 11.91
10.90
10.04 9.28
8.63
8.05
3030
3930
3700
2.49
18.69
20.00
20.00
20.00
20.00
18.17
16.15
14.48
13.08 11.91
10.90
10.03 9.28
8.62
8.05
0.76
1940
2550
2630
2.64
17.93
20.00
20.00
17.42
15.19
13.40
11.94
10.74
9.73
8.15
7.52
6.98
6.50
6.08
0.91
2230
2860
2960
2.65
19.0
20.00
20.00
20.00
18.84
16.59
14.76
13.25
11.99 10.92
10.01
9.22
8.54
7.94
7.42
1.21
2740
3460
3390
2.68
21.04
20.00
20.00
20.00
20.00
19.77
17.57
15.76
14.24 12.96
11.86
10.92 10.10 9.38
8.75
1.52
2940
3840
3620
2.71
22.76
20.00
20.00
20.00
20.00
19.77
17.57
15.76
14.24 12.96
11.86
10.92 10.10 9.38
8.75
0.76
1840
2370
2450
3.3
23.2
20.00
20.00
19.60
17.10
15.09
13.46
12.11
10.98 10.02
9.21
8.51
7.90
7.36
6.45
0.91
2120
2670
2760
3.3
24.6
20.00
20.00
20.00
20.00
18.67
16.62
14.93
13.51 12.31
11.29
10.41 9.65
8.98
8.08
1.21
2560
3230
3160
3.3
27.0
20.00
20.00
20.00
20.00
20.00
19.77
17.74
16.03 14.60
13.37
12.31 11.39 10.59 9.60
1.52
27.40
36.50
33.90
3.3
29.3
20.00
20.00
20.00
20.00
20.00
19.76
17.73
16.03
13.36
12.31 11.39 10.59 9.60
0.76
1780
2250
2330
3.7
31.9
20.00
20.00
20.00
19.42
17.14
15.28
13.75
12.47 11.38
10.46 9.66
8.97
0.91
2040
2540
2620
3.7
33.7
20.00
20.00
20.00
20.00
20.00
18.88
16.95
15.35 13.99
12.82 11.82
10.96 10.20
1.21
2450
3070
3030
3.7
37.0
20.00
20.00
20.00
20.00
20.00
20.00
20.00
18.22 16.58
15.19 13.98
12.94 12.03 11.05
1.52
2630
3480
3250
3,8
40,0
20.00
20.00
20.00
20.00
20.00
20.00
20.00
18.21 16.58
15.18 13.98
12.94 12.03 11.05
0.76
1740
2220
2290
3.78
41.51
20.00
20.00
20.00
20.00
18.79
16.75
15.06
13.65 12.46
11.44 10.56
9.80
0.91
2000
2500
2580
3.79
43.74
20.00
20.00
20.00
20.00
20.00
20.00
18.59
16.82 15.32
14.04 12.94
11.99 11.15 10.42
1.21
2440
3020
3010
3.82
48.06
20.00
20.00
20.00
20.00
20.00
20.00
20.00
19.98 18.18
16.64 15.32
14.17 13.17 12.29
1.52
2610
3420
3230
3.85
51.76
20.00
20.00
20.00
20.00
20.00
20.00
20.00
19.97 18.17
16.64 15.32
14.17 13.17 12.29
102
115
140
1.52
8.16
150 8.88
165
4.59
184 8.36
7.58 9.80
200 9.13
Allowable Stress Design •Properties are based on a unit width of 1 000 mm (S.I. units).
•Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3’’) and the interior bearing length equal to 152.4 mm (6’’). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.
13
8.54
P-2432 COMPOSITE Canam Asia’s composite P-2432 is a steel deck roll formed to cover 610 mm (24 in.). The deck is available with a galvanized coating according to the standard ASTM A 653M with zinc thickness corresponding to Z275 (G90). Other types of steel sheet finishes may affect the bond properties between deck and concrete. Venting slots can be added to the bottom of the flutes. our sales department for more information. Nominal thicknesses are 0.76 mm(0.030 in.), 0.91 mm (0.036 in.) and 1.21 mm (0.048 in.). The flutes are 76 mm (3 in.) deep and are spaced at 305 mm(12 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.). The wide flutes provide enough space to weld headed studs through the deck to the top of beams or joists that will act in composite action with the concrete slab. Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.
DIMENSIONS
PHYSICAL PROPERTIES T
Overall
Design mm (in.)
Depth mm (in.)
Kg/m (psf)
2
kN (lbs)
Section Modulus + M M 3 3 mm mm 3 3 (in ) (in )
0.76 (22)
0.762 (0.030)
76,26 (3.00)
9,46 (1,94)
5,71 (391)
22802 22727 (0.424) (0.423)
1019179 (0.746)
0.91 (20)
0.914 (0.036)
76,41 (3.01)
11,21 (2,30)
9,31 (638)
28816 28696 (0.536) (0.534)
1266921 (0.928)
1248541 (0.914)
1 350 (0.612)
37,59 (1.48)
1.21 (18)
1.214 (0.048) 1,524 (0.060)
76,72 (3.02) 77.01 (3,03)
14,71 (3,01) 18,09 (3,70)
18,01 (1234) 28,67 (1965)
42619 42500 (0.793) (0.791) 56208 56522 (1.019) (1.660)
1801306 (1,319) 2255297 (0.3898)
1780736 (1,304) 2255297 (0.3898)
1 800 (0.813) 2220 (1.020)
37,74 (1.48) 37,89 (1.48)
Type
1,52 (16)
Weight
Allowed Bearing
Moment of Inertia +
I 4 mm 4 (in )
PHYSICAL PROPERTIES Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units). Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi).
14
-
I 4 mm 4 (in ) 1003361 (0.735)
Steel
Center
Area of Gravity 2 mm mm 2 (in ) (in.) 1 131 37,51 (0.534) (1.48)
Tables are calculated according to CAN/CSA-S136-01 standard.
P-2432 COMPOSITE ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) Slab Deck
Maximum Unshored Span
Self
Comp. Mom.
SPAN (mm)
Thick Thick Single Double Triple Weight . .
of Inertia
(mm) (mm) (mm)
(106 mm 4) 2400
(mm)
(mm)
(kPa)
3580
METRIC
2500
2700
2850
3000
3150
3300 3450 3600
3750 3900
4050
4200
4350
127 0.76
2800
3470
2.1
10.6
9.36
8.36
7.52
6.81
6.21
5.69
5.23
4.84
4.49
4.18
3.91
3.67
3.45
3.22
0.91
3200
3880
4010
2.1
11.2
10.60
9.53
8.63
7.86
7.21
6.64
6.14
5.71
5.33
4.99
4.68
4.41
4.17
3.93
1.21
3880
4700
4550
2.2
12.5
14.43
13.14
12.05
11.11
10.29
9.58
8.95
8.40
7.91
7.47
7.07
6.72
6.39
6.03
1.52
4290
5390
5300
2.2
13.7
14.44
13.15
12.05
11.11
10.29
9.58
8.96
8.41
7.91
7.47
708
6.72
6.40
6.06
0.76
2650
3310
3420
2.42
14.0
10.72
9.58
8.61
7.80
7.11
6.51
5.99
5.54
5.14
4.79
4.48
4.20
3.95
3.64
0.91
3030
3710
3830
2.44
14.7
12.14
10.91
9.88
9.00
8.25
7.60
7.03
6.53
6.10
5.71
5.36
5.05
4.77
4.53
1.21
3770
4490
4420
2.47
16.4
16.53
15.05
13.80
12.72
11.78
10.97
10.25 9.62
9.05
8.55
8.10
7.69
7.32
6.98
1.52
3980
4940
4660
2.50
17.9
16.53
15.05
13.80
12.72
11.79
10.97
10.26 9.62
9.06
8.55
8.10
7.69
7.32
6.98
0.76
2560
3200
3310
2.65
17.1
11.76
10.51
9.45
8.56
7.80
7.14
6.57
6.0
5.64
5.25
4.91
4.61
4.33
3.99
0.91
2920
3590
3710
2.66
18.1
13.32
11.98
10.84
9.88
9.05
8.34
7,72
7,17
6.69
6.26
5.88
5.54
5.24
4.97
1.21
3630
4350
4310
2.70
20.1
18.14
16.52
15.14
1396
12.93
12.04
11.25 10.55 9.93
9.38
8.88
8.44
8.03 7.66
1.52
3890
4840
4560
2.73
21.8
18.14
16.52
15.14
13.96
12.93
12.04
11.25 10.56 9.94
9.39
8.89
8.44
8.03
7.66
0.76
2470
3110
3210
2.87
20.6
12.64
11.28
10.14
9.17
8.35
7.64
7.02
6.49
6.02
5.60
5.23
4.90
4.61
4.35
0.91
2830
3480
3600
2.89
21.8
14.51
13.05
11.81
10.76
9.86
9.08
8.41
7.81
7.29
6.82
6.41
6.04
5.71
5.40
1.21
3520
4220
4230
2.93
24.2
19.75
17.98
16.48
15.19
14.08
13.10
12.25 11.49 10.82
10.21 9.67
9.18
8.74
8.34
1.52
3810
4740
4470
2.96
26.2
19.75
17.98
17.83
16.48
15.19
14.08
13.10 12.25 11.49
10.82 10.21
9.67
9.46
8.34
0.76
2390
2980
3080
3.22
26.7
14.38
12.84
11.55
10.46
9.53
8.72
8.03
7.42
6.89
6.42
6.00
5.62
5.29 4.88
0.91
2740
3340
3450
3.23
28.2
16.28
14.63
13.25
12.07
11.06
10.19
9.43
8.76
8.17
7.65
7.19
6.77
6.40 6.06
1.21
3400
4040
4120
3.27
31.2
20.00
20.00
18.50
17.05
15.80
14.70
13.74 12.89 12.14
11.46 10.85
10.30
9.81
9.35
1.52
3710
4610
4350
3.3
33.7
20.00
20.00
18.50
17.06
15.80
14.71
13.75 12.90 12.14
11.47 10.86
10.31
9.81
9.36
0.76
2280
2790
2890
3.79
39.4
16.99
15.17
13.65
12.36
11.25
10.31
9.48
8.13
7.58
7.08
6.64
6.25
5.76
0.91
2600
3130
3240
3.80
41.5
19.24
17.29
15.65
14.26
13.07
12.04
11.14 10.35 9.65
9.04
8.49
8.00
7.56 7.16
1.21
3240
3800
3920
3.84
45.7
20.00
20.00
20.00
20.00
18.67
17.37
16.24 15.23 14.34
13.54 12.82
12.17
11.58 11.05
1.52
3560
4360
4180
3.87
49.3
20.00
20.00
20.00
20.00
18.67
17.38
16.24 15.24 14.34
13.54 12.83
12.18
11.59 11.05
0.76
2180
2640
2730
4.36
55.6
19.33
17.25
15.50
14.02 12.76
11.68
10.74 9.92
8.56
8.00
7.49
7.04
6.64
0.91
2490
2960
3060
4.37
58.5
20.00
19.96
18.07
16.46 15.08
13.89
12.85 11.94 11.14
10.43 9.80
9.23
8.72
8.26
1.21
3090
3590
3710
4.41
64.2
20.00
20.00
20.00
20.00 20.00
20.00
18.73 17.57 16.54
15.62 14.79
14.04
13.36 12.75
1.52
3400
4130
4040
4.44
69.1
20.00
20.00
20.00
20.00 20.00
20.00
18.73 17.57 16.54
15.62 14.79
14.04
13.36 12.75
140
150
160
175
200 8.77
225 9.20
Allowable Stress Design •Properties are based on a unit width of 1 000 mm (S.I. units). •Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3'') and the interior bearing length equal to 152.4 mm (6''). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.
15
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