| Wall Cladding |
6 - 150
F and 6 - 150 NF
|
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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
|
|
|
26
|
0.018
|
1.09
|
33
|
0.089
|
0.094
|
0.080
|
22.7
|
15.9
|
112
|
19.0
|
|
24
|
0.024
|
1.45
|
33
|
0.127
|
0.136
|
0.118
|
47.8
|
33.4
|
210
|
35.7
|
|
22
|
0.030
|
1.76
|
33
|
0.163
|
0.175
|
0.158
|
82.9
|
58.1
|
339
|
57.7
|
|
20
|
0.036
|
2.00
|
33
|
0.198
|
0.208
|
0.197
|
129
|
90.0
|
501
|
85.1
|
|
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.) |
||||||||||
|
0.018
|
0.024
|
0.030
|
0.036
|
0.018
|
0.024
|
0.030
|
0.036
|
0.018
|
0.024
|
0.030
|
0.036
|
||
|
4'0"
|
B
|
73
|
105
|
134
|
164
|
78
|
112
|
144
|
172
|
97
|
140
|
180
|
215
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
4'6"
|
B
|
58
|
83
|
106
|
129
|
61
|
88
|
114
|
136
|
77
|
111
|
142
|
170
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
5'0"
|
B
|
47
|
67
|
86
|
105
|
50
|
72
|
92
|
110
|
62
|
90
|
115
|
137
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
5'6"
|
B
|
39
|
55
|
71
|
87
|
41
|
59
|
76
|
91
|
51
|
74
|
95
|
114
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
6'0"
|
B
|
33
|
47
|
60
|
73
|
34
|
50
|
64
|
76
|
43
|
62
|
80
|
95
|
|
D
|
32
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
6'6"
|
B
|
28
|
40
|
51
|
62
|
29
|
42
|
55
|
65
|
37
|
53
|
68
|
81
|
|
D
|
25
|
37
|
50
|
2.92
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
7'0"
|
B
|
24
|
34
|
44
|
53
|
25
|
37
|
47
|
56
|
32
|
46
|
59
|
70
|
|
D
|
20
|
30
|
40
|
50
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
7'6"
|
B
|
21
|
30
|
38
|
47
|
22
|
32
|
41
|
49
|
28
|
40
|
51
|
61
|
|
D
|
16
|
24
|
33
|
41
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
8'0"
|
B
|
-
|
26
|
33
|
41
|
-
|
28
|
36
|
43
|
24
|
35
|
45
|
54
|
|
D
|
-
|
20
|
27
|
34
|
-
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
8'6"
|
B
|
-
|
23
|
30
|
36
|
-
|
25
|
32
|
38
|
21
|
31
|
40
|
48
|
|
D
|
-
|
17
|
22
|
28
|
-
|
S
|
S
|
S
|
21
|
S
|
S
|
S
|
|
|
9'0"
|
B
|
-
|
21
|
26
|
32
|
-
|
22
|
28
|
34
|
-
|
28
|
36
|
42
|
|
D
|
-
|
14
|
19
|
24
|
-
|
S
|
S
|
S
|
-
|
27
|
36
|
S
|
|