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Wall Cladding & Liner Panel
DR6-75

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
0.018
0.021
0.009
17.5
12.2
85.7
14.6
29
0.0135
0.725
80
0.022
0.024
0.011
23.7
16.6
110
18.8
26
0.0180
0.975
50
0.033
0.035
0.016
46.6
32.6
196
33.3
24
0.0240
1.30
33
0.050
0.055
0.027
61.2
42.9
238
40.5

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
0.0120
0.0135
0.0180
0.0240
0.0120
0.0135
0.0180
0.0240
2'0"
B
120
141
207
206
134
156
222
227
167
195
277
284
D
98
115
177
S
S
S
S
S
S
S
S
S
2'6"
B
76
90
133
132
86
100
142
145
107
125
177
182
D
50
59
91
149
S
S
S
S
95
111
171
S
3'0"
B
53
63
92
91
59
69
98
101
74
87
123
126
D
29
34
52
86
S
S
S
S
55
64
99
S
3'6"
B
39
46
68
67
44
51
72
74
55
64
90
93
D
18
21
33
54
44
51
S
S
35
40
62
S
4'0"
B
30
35
52
51
33
39
55
57
42
49
69
71
D
12
14
22
36
29
34
53
S
23
27
42
69
4'6"
B
24
28
41
41
26
31
44
45
33
39
55
56
D
9
10
16
26
21
24
37
S
16
19
29
48
5'0"
B
-
23
33
33
21
25
35
36
27
31
44
45
D
-
7
11
19
15
18
27
S
12
14
21
35
5'6"
B
-
-
27
27
-
21
29
30
22
26
37
38
D
-
-
9
14
-
13
20
S
9
10
16
27
6'0"
B
-
-
23
23
-
-
25
25
-
22
31
32
D
-
-
7
11
-
-
16
S
-
8
12
20