|
12" Panel | 15" Panel | 18" Panel | 21" Panel | 24" Panel .
| Loading
Table - AS Core 15" Panel |
|
|
|
|
| Uniform load force
applied to face of panel |
|
|
|
|
|
|
|
|
|
|
|
Comparison Deflection |
| Deflection
criteria: |
L / |
240 |
360 |
480 |
600 |
|
(Inches)
L/360 |
| Span (Inches) |
|
Max Load per Linear inch - Total
load |
|
|
|
|
|
|
| 6 |
|
1,875.00 |
1,250.00 |
937.50
|
750.00 |
|
0.017 |
|
| 9 |
|
555.56
|
370.37 |
277.78 |
222.22 |
|
0.025 |
|
| 12 |
|
234.38
|
156.25 |
117.19
|
93.75
|
|
0.033 |
|
| 15 |
|
120.00
|
80.00 |
60.00
|
48.00
|
|
0.042 |
|
| 18 |
|
69.44 |
46.30 |
34.72 |
27.78 |
|
0.050 |
|
| 21 |
|
43.73 |
29.15 |
21.87 |
17.49 |
|
0.058 |
|
| 24 |
|
29.30 |
19.53 |
14.65
|
11.72
|
|
0.067 |
|
| 27 |
|
20.58 |
13.72 |
10.29 |
8.23 |
|
0.075 |
|
| 30 |
|
15.00 |
10.00 |
7.50 |
6.00 |
|
0.083 |
|
| 33 |
|
11.27 |
7.51 |
5.63 |
4.51 |
|
0.092 |
|
| 36 |
|
8.68 |
5.79 |
4.34 |
3.47 |
|
0.100 |
|
| 39 |
|
6.83 |
4.55 |
3.41 |
2.73 |
|
0.108 |
|
| 42 |
|
5.47 |
3.64 |
2.73 |
2.19 |
|
0.117 |
|
| 45 |
|
4.44 |
2.96 |
2.22 |
1.78 |
|
0.125 |
|
| 48 |
|
3.66 |
2.44 |
1.83 |
1.46 |
|
0.133 |
|
| 51 |
|
3.05 |
2.04 |
1.53 |
1.22 |
|
0.142 |
|
| 54 |
|
2.57 |
1.71 |
1.29 |
1.03 |
|
0.150 |
|
| 57 |
|
2.19 |
1.46 |
1.09 |
0.87 |
|
0.158 |
|
| 60 |
|
1.88 |
1.25 |
0.94 |
0.75 |
|
0.167 |
|
| 66 |
|
1.41 |
0.94 |
0.70 |
0.56 |
|
0.183 |
|
| 72 |
|
1.09 |
0.72 |
0.54 |
0.43 |
|
0.200 |
|
| 78 |
|
0.85 |
0.57 |
0.43 |
0.34 |
|
0.217 |
|
| 84 |
|
0.68 |
0.46 |
0.34 |
0.27 |
|
0.233 |
|
| 90 |
|
0.56 |
0.37 |
0.28 |
0.22 |
|
0.250 |
|
| 96 |
|
0.46 |
0.31 |
0.23 |
0.18 |
|
0.267 |
|
| 
