|
12" Panel | 15" Panel | 18" Panel | 21" Panel | 24" Panel
| Loading Table - AS Core 24" 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 |
|
2,812.50 |
1,875.00 |
1,406.25 |
1,125.00 |
|
0.017 |
|
| 9 |
|
833.33
|
555.56 |
416.67 |
333.33 |
|
0.025 |
|
| 12 |
|
351.56
|
234.38 |
175.78
|
140.63
|
|
0.033 |
|
| 15 |
|
180.00
|
120.00 |
90.00
|
72.00
|
|
0.042 |
|
| 18 |
|
104.17
|
69.44 |
52.08 |
41.67 |
|
0.050 |
|
| 21 |
|
65.60 |
43.73 |
32.80 |
26.24 |
|
0.058 |
|
| 24 |
|
43.95 |
29.30 |
21.97 |
17.58
|
|
0.067 |
|
| 27 |
|
30.86 |
20.58 |
15.43 |
12.35 |
|
0.075 |
|
| 30 |
|
22.50 |
15.00 |
11.25
|
9.00 |
|
0.083 |
|
| 33 |
|
16.90 |
11.27 |
8.45 |
6.76 |
|
0.092 |
|
| 36 |
|
13.02 |
8.68 |
6.51 |
5.21 |
|
0.100 |
|
| 39 |
|
10.24 |
6.83 |
5.12 |
4.10 |
|
0.108 |
|
| 42 |
|
8.20 |
5.47 |
4.10 |
3.28 |
|
0.117 |
|
| 45 |
|
6.67 |
4.44 |
3.33 |
2.67 |
|
0.125 |
|
| 48 |
|
5.49 |
3.66 |
2.75 |
2.20 |
|
0.133 |
|
| 51 |
|
4.58 |
3.05 |
2.29 |
1.83 |
|
0.142 |
|
| 54 |
|
3.86 |
2.57 |
1.93 |
1.54 |
|
0.150 |
|
| 57 |
|
3.28 |
2.19 |
1.64 |
1.31 |
|
0.158 |
|
| 60 |
|
2.81 |
1.88 |
1.41 |
1.13 |
|
0.167 |
|
| 66 |
|
2.11 |
1.41 |
1.06 |
0.85 |
|
0.183 |
|
| 72 |
|
1.63 |
1.09 |
0.81 |
0.65 |
|
0.200 |
|
| 78 |
|
1.28 |
0.85 |
0.64 |
0.51 |
|
0.217 |
|
| 84 |
|
1.02 |
0.68 |
0.51 |
0.41 |
|
0.233 |
|
| 90 |
|
0.83 |
0.56 |
0.42 |
0.33 |
|
0.250 |
|
| 96 |
|
0.69 |
0.46 |
0.34 |
0.27 |
|
0.267 |
|
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