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Light Weight Cladding
CH5-32
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Section Properties (Per Metre of Width)
Thickness
Weight
G90
Yield
Strength
Section Modulus
Deflection Moment of Inertia Mid Span (106xmm4)
Specified Web Crippling Data (lb)
Gauge
Base (mm)
(kg/m2)
MPa
Mid Span (103xmm3)
Support (103xmm3)
Pe1
Pe2
Pi1
Pi2
30
0.305
3.02
230
0.59
0.62
0.005
0.181
0.127
0.744
0.126
29
0.343
3.35
230
0.71
0.74
0.006
0.241
0.169
0.958
0.163
26
0.457
4.51
230
1.11
1.12
0.010
0.477
0.334
1.77
0.301
24
0.610
5.99
230
1.63
1.67
0.015
0.926
0.648
3.26
0.554
22
0.762
7.10
230
2.07
2.22
0.020
1.53
1.07
5.21
0.885

Load Table
Maximum Specified Uniformly Distributed Load in kN/m2 (kPa)
Support
Spacing
(mm)
  
1-Span
Base Steel Thickness (mm)
2-Span
Base Steel Thickness (mm)
3-Span
Base Steel Thickness (mm)
0.305
0.343
0.457
0.610
0.762
0.305
0.343
0.457
0.610
0.762
0.305
0.343
0.457
0.610
0.762
300
B
9.04
10.8
17.0
25.0
31.8
9.53
11.3
17.1
25.7
34.0
11.9
14.1
21.4
32.1
42.5
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
400
B
5.09
6.10
9.58
14.1
17.9
5.36
6.35
9.62
14.4
19.1
6.70
7.94
12.0
18.1
23.9
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
500
B
3.25
3.90
6.13
9.01
11.5
3.43
4.06
6.16
9.24
12.3
4.29
5.08
7.69
11.6
15.3
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
600
B
2.26
2.71
4.26
6.24
7.95
2.38
2.82
4.27
6.42
8.51
2.98
3.53
5.34
8.02
10.6
D
2.04
2.40
3.81
5.82
7.88
S
S
S
S
S
S
S
S
S
S
800
B
1.27
1.52
2.39
3.52
4.47
1.34
1.59
2.40
3.61
4.78
1.67
1.98
3.01
4.51
5.98
D
0.86
1.01
1.61
2.45
3.33
S
S
S
S
S
1.63
1.92
S
S
S
1000
B
-
0.98
1.53
2.25
2.86
-
1.02
1.54
2.31
3.06
1.07
1.27
1.92
2.89
3.83
D
-
0.52
0.82
1.26
1.70
-
S
S
S
S
0.83
0.98
1.55
2.38
3.22
1200
B
-
-
1.06
1.56
1.99
-
-
1.07
1.60
2.13
-
-
1.34
2.01
2.66
D
-
-
0.48
0.73
0.99
-
-
S
S
S
-
-
0.90
1.37
1.86
1400
B
-
-
-
1.15
1.46
-
-
-
1.18
1.56
-
-
0.98
1.47
1.95
D
-
-
-
0.46
0.62
-
-
-
1.10
1.49
-
-
0.57
0.87
1.17