| Hidden Fastener Wall Panel |
HF- 8F
and HF- 8NF
|
 |
|
| 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
|
0.149
|
0.114
|
97.5
|
68.2
|
374
|
63.7
|
|
20
|
0.036
|
2.22
|
33
|
0.130
|
0.190
|
0.148
|
149
|
104
|
550
|
93.6
|
|
18
|
0.048
|
2.96
|
33
|
0.206
|
0.283
|
0.224
|
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
|
80
|
107
|
170
|
110*
|
154*
|
233
|
125*
|
167
|
265
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
4'6"
|
B
|
64
|
85
|
134
|
97
|
124
|
184
|
99
|
132
|
209
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
5'0"
|
B
|
51
|
69
|
109
|
79
|
100
|
149
|
80
|
107
|
170
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
5'6"
|
B
|
43
|
57
|
90
|
65
|
83
|
123
|
66
|
89
|
140
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
6'0"
|
B
|
36
|
48
|
75
|
55
|
70
|
104
|
56
|
74
|
118
|
|
D
|
S
|
S
|
72
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
6'6"
|
B
|
30
|
41
|
64
|
46
|
59
|
88
|
48
|
63
|
100
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
7'0"
|
B
|
26
|
35
|
55
|
40
|
51
|
76
|
41
|
55
|
87
|
|
D
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
7'6"
|
B
|
23
|
30
|
48
|
35
|
45
|
66
|
36
|
48
|
75
|
|
D
|
S
|
S
|
46
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
8'0"
|
B
|
20
|
27
|
42
|
31
|
39
|
58
|
31
|
42
|
66
|
|
D
|
19
|
25
|
38
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
8'6"
|
B
|
-
|
24
|
38
|
27
|
35
|
52
|
28
|
37
|
59
|
|
D
|
-
|
21
|
32
|
S
|
S
|
S
|
S
|
S
|
S
|
|
|
9'0"
|
B
|
-
|
21
|
34
|
24
|
31
|
46
|
25
|
33
|
52
|
|
D
|
-
|
18
|
27
|
S
|
S
|
S
|
S
|
S
|
51
|
|
|
*
load controlled by web crippling based on 1.5" bearing
|
||||||||||