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Light Weight Cladding
Century Rib
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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
0.654
80
0.011
0.009
0.008
8.50
5.95
35.1
5.97
29
0.0135
0.725
80
0.012
0.010
0.009
11.7
8.16
46.6
7.92
26
0.0180
0.975
50
0.016
0.014
0.012
23.4
16.4
87.4
14.9
24
0.024
1.30
33
0.021
0.020
0.016
31.4
22.0
111
18.9

Load Table
Maximum Specified Uniformly Distributed Load in lb/ft2 (psf)
Support
Spacing
(in.)
  
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
0.0120
0.0135
0.0180
0.0240
0.0120
0.0135
0.0180
0.0240
16
B
159
178
226
197
127
146
195
184
159
183
243
230
D
S
S
S
S
S
S
S
S
S
S
S
S
20
B
102
114
145
126
81
93
125
118
102
117
156
147
D
S
S
S
S
S
S
S
S
S
S
S
S
24
B
71
79
101
88
57
65
87
82
71
81
108
102
D
S
S
S
S
S
S
S
S
S
S
S
S
30
B
45
51
64
56
36
42
55
52
45
52
69
65
D
44
49
S
S
S
S
S
S
S
S
S
S
36
B
31
35
45
39
25
29
38
36
31
36
48
45
D
25
28
38
S
S
S
S
S
S
S
S
S
42
B
23
26
33
29
-
21
28
27
23
26
35
33
D
16
18
24
S
-
S
S
S
S
S
S
S
48
B
-
12
16
21
-
-
S
S
-
S
S
S
D
-
12
16
21
-
-
S
S
-
S
S
S
54
B
-
-
20
-
-
-
-
-
-
-
21
20
D
-
-
11
-
-
-
-
-
-
-
S
S