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Wall Cladding
6 - 150 F and 6 - 150 NF
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Section Properties (Per Metre of Width)
Thickness
Weight
Z275
Yield
Strength
Section Modulus
Deflection Moment of Inertia Mid Span (106xmm4)
Specified Web Crippling Data (kN)
Gauge
Base (mm)
(kg/m2)
MPa
Mid Span (103xmm3)
Support (103xmm3)
Pe1
Pe2
Pi1
Pi2
26
0.457
5.32
230
4.76
5.05
0.109
0.335
0.234
1.65
0.281
24
0.610
7.08
230
6.82
7.29
0.161
1.705
0.793
3.10
0.526
22
0.762
8.59
230
8.73
9.38
0.216
1.22
0.856
5.01
0.851
20
0.914
9.76
230
10.7
11.2
0.270
1.90
1.33
7.39
1.26

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)
   
0.457
0.610
0.762
0.914
0.457
0.610
0.762
0.914
0.457
0.610
0.762
0.914
1200
B
3.65
5.23
6.69
8.17
3.87
5.59
7.19
8.58
4.84
6.98
8.99
10.7
D
S
S
S
S
S
S
S
S
S
S
S
S
1400
B
2.68
3.84
4.92
6.00
2.84
4.10
5.28
6.31
3.56
5.13
6.60
7.88
D
S
S
S
S
S
S
S
S
S
S
S
S
1500
B
2.34
3.34
4.28
5.23
2.48
3.58
4.60
5.49
3.10
4.47
5.75
6.87
D
S
S
S
S
S
S
S
S
S
S
S
S
1600
B
2.05
2.94
3.76
4.60
2.18
3.14
4.04
5.49
3.10
4.47
5.75
6.87
D
S
S
S
S
S
S
S
S
S
S
S
S
1800
B
1.62
2.32
2.97
3.63
1.72
2.48
3.20
3.82
2.15
3.10
3.99
4.77
D
1.61
S
S
S
S
S
S
S
S
S
S
S
2000
B
1.32
1.88
2.41
2.94
1.39
2.01
2.59
3.09
1.74
2.51
3.24
3.86
D
1.18
1.74
2.33
2.92
S
S
S
S
S
S
S
S
2200
B
1.09
1.55
1.99
2.43
1.15
1.66
2.14
2.55
1.44
2.08
2.67
3.19
D
0.88
1.31
1.75
2.19
S
S
S
S
S
S
S
S
2400
B
0.91
1.31
1.67
2.04
0.97
1.40
1.80
2.15
1.21
1.75
2.25
2.68
D
0.68
1.01
1.35
1.69
S
S
S
S
S
S
S
S
2500
B
-
1.20
1.54
1.88
-
1.29
1.66
1.98
1.11
1.61
2.07
2.47
D
-
0.89
1.19
1.49
-
S
S
S
S
S
S
S
2600
B
-
1.11
1.43
1.74
-
1.19
1.53
1.83
1.03
1.49
1.91
2.29
D
-
0.79
1.06
1.33
-
S
S
S
1.01
S
S
S
2800
B
-
0.96
1.23
1.50
-
1.03
1.32
1.58
-
1.28
1.65
1.97
D
-
0.64
0.85
1.06
-
S
S
S
-
1.20
1.61
S