| Roof and Wall Cladding |
4-150
|
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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
|
|
|
29
|
0.343
|
3.66
|
550
|
1.90
|
1.56
|
0.064
|
0.098
|
0.068
|
0.620
|
0.105
|
|
28
|
0.381
|
4.01
|
230
|
2.30
|
1.95
|
0.076
|
0.085
|
0.060
|
0.501
|
0.085
|
|
26
|
0.457
|
4.93
|
345
|
2.74
|
2.32
|
0.091
|
0.214
|
0.150
|
1.13
|
0.191
|
|
24
|
0.610
|
6.55
|
230
|
4.18
|
3.62
|
0.128
|
0.305
|
0.214
|
1.41
|
0.239
|
|
22
|
0.762
|
7.96
|
230
|
5.45
|
4.66
|
0.160
|
0.534
|
0.374
|
2.27
|
0.386
|
|
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) |
|||||||||||||
|
0.343
|
0.381
|
0.457
|
0.610
|
0.762
|
0.343
|
0.381
|
0.457
|
0.610
|
0.762
|
0.343
|
0.381
|
0.457
|
0.610
|
0.762
|
||
|
800
|
B
|
5.12
|
3.96
|
7.08
|
7.20
|
9.40
|
4.22
|
3.37
|
6.00
|
6.24
|
8.03
|
5.27
|
4.21
|
7.50
|
7.80
|
10.0
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1000
|
B
|
3.27
|
2.53
|
4.53
|
4.61
|
6.02
|
2.70
|
2.15
|
3.84
|
3.99
|
5.14
|
3.37
|
2.69
|
4.80
|
4.99
|
6.43
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1200
|
B
|
2.27
|
1.76
|
3.15
|
3.20
|
4.18
|
1.87
|
1.50
|
2.67
|
2.77
|
3.57
|
2.34
|
1.87
|
3.33
|
3.47
|
4.46
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1400
|
B
|
1.67
|
1.29
|
2.31
|
2.35
|
3.07
|
1.38
|
1.10
|
1.96
|
2.04
|
2.62
|
1.72
|
1.37
|
2.45
|
2.55
|
3.28
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1500
|
B
|
1.46
|
1.13
|
2.01
|
2.05
|
2.67
|
1.20
|
0.96
|
1.71
|
1.78
|
2.29
|
1.50
|
1.20
|
2.13
|
2.22
|
2.86
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1600
|
B
|
1.28
|
0.99
|
1.77
|
1.80
|
2.35
|
1.05
|
-
|
1.50
|
1.56
|
2.01
|
1.32
|
1.05
|
1.88
|
1.95
|
2.51
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
-
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1800
|
B
|
1.01
|
-
|
1.40
|
1.42
|
1.86
|
-
|
-
|
1.19
|
1.23
|
1.59
|
1.04
|
-
|
1.48
|
1.54
|
1.98
|
|
D
|
0.94
|
-
|
1.35
|
S
|
S
|
-
|
-
|
S
|
S
|
S
|
S
|
-
|
S
|
S
|
S
|
|
|
2000
|
B
|
-
|
-
|
1.13
|
1.15
|
1.50
|
-
|
-
|
0.96
|
1.00
|
1.29
|
-
|
-
|
1.20
|
1.25
|
1.61
|
|
D
|
-
|
-
|
0.99
|
S
|
S
|
-
|
-
|
S
|
S
|
S
|
-
|
-
|
S
|
S
|
S
|
|
|
2200
|
B
|
-
|
-
|
0.94
|
0.95
|
1.24
|
-
|
-
|
-
|
-
|
1.06
|
-
|
-
|
0.99
|
1.03
|
1.33
|
|
D
|
-
|
-
|
0.74
|
S
|
S
|
-
|
-
|
-
|
-
|
S
|
-
|
-
|
S
|
S
|
S
|
|
|
2400
|
B
|
-
|
-
|
-
|
-
|
1.04
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
1.12
|
|
D
|
-
|
-
|
-
|
-
|
1.00
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
S
|
|