| Wall Cladding and Liner Panel |
CH6-32
|
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|
| Section Properties | (Per Foot of Width) | |||||||||
|
Thickness
|
Weight
G90 |
Yield
Strength |
Section
Modulus
|
Deflection
Moment of Inertia Mid Span
(in.4)
|
Specified
Web Crippling Data (lb)
|
|||||
|
Gauge
|
Base
(in.)
|
(lb/ft2)
|
Ksi
|
Mid
Span (in.3)
|
Support
(in.3)
|
Pe1
|
Pe2
|
Pi1
|
Pi2
|
|
|
30
|
0.0120
|
0.619
|
33
|
0.012
|
0.011
|
0.005
|
12.3
|
8.59
|
50.4
|
8.57
|
|
29
|
0.0135
|
0.686
|
33
|
0.014
|
0.013
|
0.006
|
16.3
|
11.4
|
65.0
|
11.1
|
|
26
|
0.0180
|
0.923
|
33
|
0.021
|
0.021
|
0.009
|
32.3
|
22.6
|
120
|
20.4
|
|
24
|
0.0240
|
1.23
|
33
|
0.030
|
0.031
|
0.013
|
62.8
|
44.0
|
221
|
37.6
|
|
22
|
0.0300
|
1.46
|
33
|
0.041
|
0.039
|
0.016
|
104
|
72.7
|
353
|
60.0
|
|
Load
Table
|
Maximum
Specified Uniformly Distributed Load in lb/ft2 (psf)
|
|||||||||||||||
|
Support
Spacing (ft) |
1-Span
Base Steel Thickness (in.) |
2-Span
Base Steel Thickness (in.) |
3-Span
Base Steel Thickness (in.) |
|||||||||||||
|
0.0120
|
0.0135
|
0.0180
|
0.0240
|
0.0300
|
0.0120
|
0.0135
|
0.0180
|
0.0240
|
0.0300
|
0.0120
|
0.0135
|
0.0180
|
0.0240
|
0.0300
|
||
|
2'0"
|
B
|
48
|
57
|
86
|
129
|
170
|
45
|
54
|
85
|
128
|
159
|
57
|
68
|
107
|
157
|
199
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
2'6"
|
B
|
31
|
36
|
55
|
82
|
109
|
29
|
35
|
55
|
80
|
102
|
36
|
44
|
68
|
100
|
127
|
|
D
|
30
|
35
|
52
|
70
|
87
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
3'0"
|
B
|
21
|
25
|
38
|
57
|
76
|
20
|
24
|
38
|
56
|
71
|
25
|
30
|
47
|
70
|
88
|
|
D
|
18
|
21
|
30
|
40
|
50
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
3'6"
|
B
|
-
|
-
|
28
|
42
|
56
|
-
|
-
|
28
|
41
|
52
|
-
|
22
|
35
|
51
|
65
|
|
D
|
-
|
-
|
19
|
25
|
32
|
-
|
-
|
S
|
S
|
S
|
-
|
S
|
S
|
48
|
60
|
|
|
4'0"
|
B
|
-
|
-
|
21
|
32
|
43
|
-
|
-
|
21
|
31
|
40
|
-
|
-
|
27
|
39
|
50
|
|
D
|
-
|
-
|
13
|
17
|
21
|
-
|
-
|
S
|
S
|
S
|
-
|
-
|
24
|
32
|
40
|
|
|
4'6"
|
B
|
-
|
-
|
-
|
25
|
34
|
-
|
-
|
-
|
25
|
31
|
-
|
-
|
21
|
31
|
39
|
|
D
|
-
|
-
|
-
|
12
|
15
|
-
|
-
|
-
|
S
|
S
|
-
|
-
|
17
|
23
|
28
|
|
|
5'0"
|
B
|
-
|
-
|
-
|
21
|
27
|
-
|
-
|
-
|
20
|
25
|
-
|
-
|
-
|
25
|
32
|
|
D
|
-
|
-
|
-
|
9
|
11
|
-
|
-
|
-
|
S
|
S
|
-
|
-
|
-
|
16
|
21
|
|
|
5'6"
|
B
|
-
|
-
|
-
|
-
|
23
|
-
|
-
|
-
|
-
|
20
|
-
|
-
|
-
|
21
|
26
|
|
D
|
-
|
-
|
-
|
-
|
8
|
-
|
-
|
-
|
-
|
20
|
-
|
-
|
-
|
12
|
15
|
|
|
6'0"
|
B
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
22
|
|
D
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
12
|
|