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Hidden Fastener Wall Panel
HF- 6NF
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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
0.098
0.147
0.122
97.5
68.2
374
63.7
20
0.036
2.22
33
0.130
0.188
0.158
149
104
550
93.6
18
0.048
2.96
33
0.281
0.281
0.241
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
81
107
169
110*
154*
232
125*
168
264
D
S
S
S
S
S
S
S
S
S
4'6"
B
64
85
134
95
122
183
100
133
209
D
S
S
S
S
S
S
S
S
S
5'0"
B
52
69
108
77
99
148
81
107
169
D
S
S
S
S
S
S
S
S
S
5'6"
B
43
57
89
64
82
123
67
89
140
D
S
S
S
S
S
S
S
S
S
6'0"
B
36
48
75
54
69
103
56
75
117
D
S
S
S
S
S
S
S
S
S
6'6"
B
31
41
64
46
59
88
48
64
100
D
S
S
S
S
S
S
S
S
S
7'0"
B
26
35
55
39
51
76
41
55
86
D
S
S
S
S
S
S
S
S
S
7'6"
B
23
31
48
34
44
66
36
48
75
D
S
S
S
S
S
S
S
S
S
8'0"
B
20
27
42
30
39
58
32
42
66
D
S
27
41
S
S
S
S
S
S
8'6"
B
-
24
37
27
34
51
28
37
59
D
-
23
34
S
S
S
S
S
S
9'0"
B
-
21
33
24
31
46
25
33
52
D
-
19
29
S
S
S
S
S
S
* load controlled by web crippling based on 1.5" bearing