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Hidden Fastener Wall Panel
HF-11F and HF-11NF
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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
22
0.030
1.96
33
0.093
0.145
0.093
97.5
68.2
374
63.7
20
0.036
2.22
33
0.125
0.182
0.120
149
104
550
93.6
18
0.048
2.96
33
0.198
0.261
0.178
288
202
1006
171

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.)
   
0.030
0.036
0.048
0.030
0.036
0.048
0.030
0.036
0.048
4'0"
B
77
103
163
110*
150
215
120
160
255
D
S
S
S
S
S
S
S
S
S
4'6"
B
61
81
129
95
119
170
95
127
201
D
S
S
S
S
S
S
S
S
S
5'0"
B
49
66
104
77
96
138
77
103
163
D
S
S
S
S
S
S
S
S
S
5'6"
B
41
54
86
63
80
114
64
85
135
D
S
S
S
S
S
S
S
S
S
6'0"
B
34
46
72
53
67
96
53
71
113
D
S
S
72
S
S
S
S
S
S
6'6"
B
29
39
62
45
57
81
46
61
97
D
29
38
57
S
S
S
S
S
S
7'0"
B
25
34
53
39
49
70
39
52
83
D
24
30
45
S
S
S
S
S
S
7'6"
B
22
29
46
34
43
61
34
46
72
D
19
25
37
S
S
S
S
S
70
8'0"
B
-
26
41
30
38
54
30
40
64
D
-
20
30
S
S
S
30
38
57
8'6"
B
-
23
36
27
33
48
27
36
56
D
-
17
25
S
S
S
25
32
48
9'0"
B
-
20
32
24
30
43
24
32
50
D
-
14
21
S
S
S
21
27
40
* load controlled by web crippling based on 1.5" bearing