| Wall Cladding and Liner Panel |
CH6-32
|
 |
|
| 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
|
|
|
30
|
0.305
|
3.02
|
230
|
0.62
|
0.59
|
0.007
|
0.181
|
0.127
|
0.744
|
0.126
|
|
29
|
0.343
|
3.35
|
230
|
0.74
|
0.71
|
0.009
|
0.241
|
0.169
|
0.958
|
0.163
|
|
26
|
0.457
|
4.51
|
230
|
1.12
|
1.11
|
0.013
|
0.477
|
0.334
|
1.77
|
0.301
|
|
24
|
0.610
|
5.99
|
230
|
1.67
|
1.63
|
0.017
|
0.926
|
0.648
|
3.26
|
0.554
|
|
22
|
0.762
|
7.10
|
230
|
2.22
|
2.07
|
0.021
|
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
|
||
|
500
|
B
|
3.43
|
4.06
|
6.16
|
9.24
|
12.4
|
3.25
|
3.90
|
6.13
|
9.01
|
11.5
|
4.07
|
4.88
|
7.66
|
11.3
|
14.3
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
600
|
B
|
2.38
|
2.82
|
4.27
|
6.42
|
8.51
|
2.26
|
2.71
|
4.26
|
6.25
|
7.95
|
2.83
|
3.39
|
5.32
|
7.82
|
9.94
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
800
|
B
|
1.34
|
1.59
|
2.40
|
3.61
|
4.78
|
1.27
|
1.52
|
2.39
|
3.52
|
4.47
|
1.59
|
1.91
|
2.99
|
4.40
|
5.59
|
|
D
|
1.25
|
1.47
|
2.14
|
2.89
|
3.60
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
1000
|
B
|
-
|
1.02
|
1.54
|
2.31
|
3.06
|
-
|
0.98
|
1.53
|
2.25
|
2.86
|
1.02
|
1.22
|
1.92
|
2.81
|
3.58
|
|
D
|
-
|
0.75
|
1.10
|
1.48
|
1.84
|
-
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
2.79
|
3.49
|
|
|
1200
|
B
|
-
|
-
|
1.07
|
1.60
|
2.13
|
-
|
-
|
1.06
|
1.56
|
1.99
|
-
|
-
|
1.33
|
1.95
|
2.49
|
|
D
|
-
|
-
|
0.64
|
0.86
|
1.07
|
-
|
-
|
S
|
S
|
S
|
-
|
-
|
1.20
|
1.62
|
2.02
|
|
|
1300
|
B
|
-
|
-
|
0.91
|
1.37
|
1.81
|
-
|
-
|
0.91
|
1.33
|
1.69
|
-
|
-
|
1.13
|
1.67
|
2.12
|
|
D
|
-
|
-
|
0.50
|
0.67
|
0.84
|
-
|
-
|
S
|
S
|
S
|
-
|
-
|
0.94
|
1.27
|
1.59
|
|
|
1400
|
B
|
-
|
-
|
-
|
1.18
|
1.56
|
-
|
-
|
-
|
1.15
|
1.46
|
-
|
-
|
0.98
|
1.44
|
1.83
|
|
D
|
-
|
-
|
-
|
0.54
|
0.67
|
-
|
-
|
-
|
S
|
S
|
-
|
-
|
0.76
|
1.02
|
1.27
|
|
|
1500
|
B
|
-
|
-
|
-
|
1.03
|
1.36
|
-
|
-
|
-
|
1.00
|
1.27
|
-
|
-
|
-
|
1.25
|
1.59
|
|
D
|
-
|
-
|
-
|
0.44
|
0.55
|
-
|
-
|
-
|
S
|
S
|
-
|
-
|
-
|
0.83
|
1.03
|
|
|
1600
|
B
|
-
|
-
|
-
|
0.90
|
1.20
|
-
|
-
|
-
|
-
|
1.12
|
-
|
-
|
-
|
1.10
|
1.40
|
|
D
|
-
|
-
|
-
|
0.36
|
0.45
|
-
|
-
|
-
|
-
|
1.08
|
-
|
-
|
-
|
0.68
|
0.85
|
|
|
1800
|
B
|
-
|
-
|
-
|
-
|
0.95
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
1.10
|
|
D
|
-
|
-
|
-
|
-
|
0.32
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
0.60
|
|