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Composite Deck (Galvanneal)
CD36
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Steel Profile - Section Properties
(Per Foot of Width in Accordance with CSA-S136-94)
Thickness
Weight ZF75 Galvanneal
(kg/m2)
Area of Steel (mm2/m)
Section Modulus
Deflection Moment of Inertia Mid Span (106xmm4)
Depth from Neutral Axis of Deck to Bottom of Deck Ysb (mm)
Gauge
Base (mm)
Mid Span (103xmm3)
Support (103xmm3)
22
0.762
8.10
1004
9.89
9.83
0.222
22.4
20
0.914
9.72
1203
12.1
12.5
0.282
22.5
18
1.22
13.0
1600
16.5
16.9
0.383
22.6

Composite Slab - Section Properties (Per Metre of Width)
Slab Thickness (mm)
100
110
120
130
140
Salb Weight (kPa)
1.81
2.04
2.26
2.49
2.71
Concrete Vol. (m3/10 m2)
0.769
0.869
0.969
1.07
1.17
Gauge
Base (mm)
Id
Id
Id
Id
Id
22
0.762
5.18
6.88
8.91
11.3
14.1
20
0.914
5.54
7.35
9.51
12.1
15.0
18
1.22
6.20
8.21
10.6
13.4
16.7
Id (104mm4/m) = Composite Moment of Inertia

Load Table Maximum Specified Uniformly Distributed Load in kN/m2 (kPa)
Slab Thickness (mm)
100
110
120
130
140
Gauge
Base (mm)
 Span 1 Span 2 Span 3 Span 1 Span 2 Span 3 Span 1 Span 2 Span 3 Span 1 Span 2 Span 3 Span 1 Span 2 Span 3 Span
22
0.762
1500
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1600
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1800
19.1
19.1
19.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2000
16.0
16.0
16.0
18.1
18.1
18.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2200
13.7
13.7
13.7
15.5
15.5
15.5
17.3
17.3
17.3
19.1
19.1
19.1
20.0
20.0
20.0
20
0.914
1500
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1600
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1800
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2000
18.1
18.1
18.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2200
15.6
15.6
15.6
17.6
17.6
17.6
19.7
19.7
19.7
20.0
20.0
20.0
20.0
20.0
20.0
2400
13.4
13.4
13.4
15.5
15.5
15.5
17.2
17.2
17.2
19.0
19.0
19.0
20.0
20.0
20.0
18
1.22
1500
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1600
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1800
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2000
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2200
18.7
18.7
18.7
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2400
16.5
16.5
16.5
18.7
18.7
18.7
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
2600
14.3
14.3
14.3
16.7
16.7
16.7
18.6
18.6
18.6
20.0
20.0
20.0
20.0
20.0
20.0
2800
12.1
12.1
12.1
14.2
14.2
14.2
16.2
16.2
16.2
18.3
18.3
18.3
20.0
20.0
20.0