|
12" Panel | 15" Panel | 18" Panel | 21" Panel | 24" Panel
| Loading Table - AS Core 12"- 14" Panel |
|
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| Uniform load force
applied to face of panel |
|
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|
Comparison Deflection |
| Deflection
criteria: |
L / |
240 |
360 |
480 |
600 |
|
(Inches)
L/360 |
| Span (Inches) |
|
Max Load per Linear inch - Total
load |
|
|
|
|
|
|
| 6 |
|
1,562.50 |
1,041.67
|
781.25
|
625.00 |
|
0.017 |
|
| 9 |
|
462.96
|
308.64 |
231.48 |
185.19 |
|
0.025 |
|
| 12 |
|
195.31
|
130.21 |
97.66
|
78.13
|
|
0.033 |
|
| 15 |
|
100.00
|
66.67 |
50.00
|
40.00
|
|
0.042 |
|
| 18 |
|
57.87 |
38.58 |
28.94 |
23.15 |
|
0.050 |
|
| 21 |
|
36.44 |
24.30 |
18.22 |
14.58 |
|
0.058 |
|
| 24 |
|
24.41 |
16.28 |
12.21 |
9.77 |
|
0.067 |
|
| 27 |
|
17.15 |
11.43 |
8.57 |
6.86 |
|
0.075 |
|
| 30 |
|
12.50 |
8.33 |
6.25 |
5.00 |
|
0.083 |
|
| 33 |
|
9.39 |
6.26 |
4.70 |
3.76 |
|
0.092 |
|
| 36 |
|
7.23 |
4.82 |
3.62 |
2.89 |
|
0.100 |
|
| 39 |
|
5.69 |
3.79 |
2.84 |
2.28 |
|
0.108 |
|
| 42 |
|
4.56 |
3.04 |
2.28 |
1.82 |
|
0.117 |
|
| 45 |
|
3.70 |
2.47 |
1.85 |
1.48 |
|
0.125 |
|
| 48 |
|
3.05 |
2.03 |
1.53 |
1.22 |
|
0.133 |
|
| 51 |
|
2.54 |
1.70 |
1.27 |
1.02 |
|
0.142 |
|
| 54 |
|
2.14 |
1.43 |
1.07 |
0.86 |
|
0.150 |
|
| 57 |
|
1.82 |
1.21 |
0.91 |
0.73 |
|
0.158 |
|
| 60 |
|
1.56 |
1.04 |
0.78 |
0.63 |
|
0.167 |
|
| 66 |
|
1.17 |
0.78 |
0.59 |
0.47 |
|
0.183 |
|
| 72 |
|
0.90 |
0.60 |
0.45 |
0.36 |
|
0.200 |
|
| 78 |
|
0.71 |
0.47 |
0.36 |
0.28 |
|
0.217 |
|
| 84 |
|
0.57 |
0.38 |
0.28 |
0.23 |
|
0.233 |
|
| 90 |
|
0.46 |
0.31 |
0.23 |
0.19 |
|
0.250 |
|
| 96 |
|
0.38 |
0.25 |
0.19 |
0.15 |
|
0.267 |
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