R-Panel
(available in all colors, click here
to see our selection)
SECTION PROPERTIES
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PANEL |
Fy |
THK |
WT |
FB |
TOP
IN COMPRESSION |
BOTTOM
IN COMPRESSION |
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GAUGE |
(KSI) |
(IN) |
(PSF) |
(KSI) |
lx |
Sx |
MOM'T |
lx |
Sx |
MOM'T |
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(IN4/FT) |
(IN³/FT) |
Ft.
Lbs. |
(IN4/FT) |
(IN³/FT) |
Ft.
Lbs. |
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26 |
80 |
0.020 |
0.892 |
48 |
0.046 |
0.047 |
188 |
0.043 |
0.046 |
184 |
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55 |
0.020 |
0.892 |
33 |
0.046 |
0.047 |
129 |
0.044 |
0.046 |
128 |
LOAD TABLE |
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Panel |
Ky |
SPAN |
MAXIMUM
TOTAL UNIFORM LOAD IN PSF |
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Gauge |
(KSI) |
CONDITION |
L-4-0 |
L-5-0 |
L-6-0 |
L-7-0 |
L-7-6" |
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26 |
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SIMPLE |
S |
94.1 |
60.2 |
41.8 |
30.7 |
26.8 |
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∆ |
61.9 |
31.7 |
18.3 |
11.6 |
9.4 |
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80 |
2-SPAN |
S |
91.7 |
58.7 |
40.8 |
30. |
26.1 |
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∆ |
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27.8 |
22.6 |
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3-SPAN |
S |
114.7 |
73.4 |
51.0 |
37.4 |
32.6 |
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∆ |
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59.8 |
35.4 |
22.3 |
18.1 |
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SIMPLE |
S |
64.7 |
41.4 |
28.8 |
21.1 |
18.4 |
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∆ |
62.5 |
32.0 |
18.5 |
11.7 |
9.5 |
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55 |
2-SPAN |
S |
63.9 |
40.9 |
28.4 |
20.9 |
18.2 |
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∆ |
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3-SPAN |
S |
79.8 |
51.1 |
35.5 |
26.1 |
22.7 |
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∆ |
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34.9 |
22.0 |
17.9 |
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S= MAXIMUM
SAFE LOAD (May be increased 33% for wind loads
∆=
MAXIMUM LOAD LIMITED BY DEFLECTION= l /180
SECTION PROPERTIES
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|
PANEL |
Fy |
THK |
WT |
FB |
TOP
IN COMPRESSION |
BOTTOM
IN COMPRESSION |
||||
|
GAUGE |
(KSI) |
(IN) |
(PSF) |
(KSI) |
lx |
Sx |
MOM'T |
lx |
Sx |
MOM'T |
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(IN4/FT) |
(IN³/FT) |
Ft.
Lbs. |
(IN4/FT) |
(IN³/FT) |
Ft.
Lbs. |
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24 |
80 |
0.024 |
1.080 |
48 |
0.056 |
0.057 |
227 |
0.054 |
0.056 |
224 |
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55 |
0.024 |
1.080 |
33 |
0.056 |
0.057 |
156 |
0.055 |
0.057 |
155 |
LOAD TABLE
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Panel |
Ky |
SPAN |
MAXIMUM
TOTAL UNIFORM LOAD IN PSF |
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|
Gauge |
(KSI) |
CONDITION |
L-4-0 |
L-5-0 |
L-6-0 |
L-7-0 |
L-7-6" |
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24 |
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SIMPLE |
S |
113.5 |
72.6 |
50.4 |
37.1 |
32.3 |
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∆ |
75.6 |
38.7 |
22.4 |
14.1 |
11.5 |
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80 |
2-SPAN |
S |
112.1 |
71.7 |
49.8 |
36.6 |
31.9 |
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∆ |
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33.9 |
27.6 |
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3-SPAN |
S |
140.1 |
89.7 |
62.3 |
45.7 |
39.8 |
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∆ |
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73.0 |
42.3 |
26.6 |
21.6 |
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SIMPLE |
S |
78.0 |
49.9 |
34.7 |
25.5 |
22.2 |
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∆ |
75.8 |
38.8 |
22.4 |
14.1 |
11.5 |
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55 |
2-SPAN |
S |
77.8 |
49.8 |
34.6 |
25.4 |
22.1 |
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∆ |
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3-SPAN |
S |
97.2 |
62.2 |
43.2 |
31.7 |
27.6 |
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∆ |
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42.4 |
26.7 |
21.7 |
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S= MAXIMUM
SAFE LOAD (May be increased 33% for wind loads
∆=
MAXIMUM LOAD LIMITED BY DEFLECTION= l /180