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Light Weight Cladding
Century Rib
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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
3.19
555
0.58
0.47
0.011
0.124
0.087
0.512
0.087
29
0.343
3.54
550
0.65
0.54
0.012
0.170
0.119
0.680
0.116
26
0.457
4.76
345
0.87
0.75
0.016
0.342
0.239
1.28
0.217
24
0.610
6.35
230
1.14
1.07
0.021
0.463
0.324
1.64
0.278

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
0.305
0.343
0.457
0.610
0.305
0.343
0.457
0.610
400
B
7.85
8.82
11.2
9.87
6.31
7.23
9.68
9.21
7.89
9.04
12.1
11.5
D
S
S
S
S
S
S
S
S
S
S
S
S
500
B
5.03
5.64
7.16
6.31
4.04
4.63
6.20
5.89
5.05
5.79
7.75
7.37
D
S
S
S
S
S
S
S
S
S
S
S
S
600
B
3.49
3.92
4.98
4.38
2.81
3.21
4.30
4.09
3.51
4.02
5.38
5.12
D
S
S
S
S
S
S
S
S
S
S
S
S
700
B
2.56
2.88
3.66
3.22
2.06
2.36
3.16
3.01
2.58
2.95
3.95
3.76
D
S
S
S
S
S
S
S
S
S
S
S
S
800
B
1.96
2.20
2.80
2.47
1.58
1.81
2.42
2.30
1.97
2.26
3.03
2.88
D
1.81
2.04
2.71
S
S
S
S
S
S
S
S
S
900
B
1.55
1.74
2.21
1.95
1.25
1.43
1.91
1.82
1.56
1.79
2.39
2.27
D
1.27
1.43
1.90
S
S
S
S
S
S
S
S
S
1000
B
1.26
1.41
1.79
1.58
1.01
1.16
1.55
1.47
1.26
1.45
1.94
1.84
D
0.93
1.04
1.39
S
S
S
S
S
S
S
S
S
1200
B
-
0.98
1.24
1.10
-
-
1.08
1.02
-
1.00
1.35
1.28
D
-
0.60
0.80
1.07
-
-
S
S
-
S
S
S
1400
B
-
-
0.91
-
-
-
-
-
-
-
0.99
0.94
D
-
-
0.51
-
-
-
-
-
-
-
0.96
S