|
12" Panel | 15" Panel | 18" Panel | 21" Panel | 24" Panel
| Loading Table - AS Core 21" 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 |
|
2,500.00 |
1,666.67
|
1,250.00 |
1,000.00 |
|
0.017 |
|
| 9 |
|
740.74
|
493.83 |
370.37 |
296.30 |
|
0.025 |
|
| 12 |
|
312.50
|
208.33 |
156.25
|
125.00 |
|
0.033 |
|
| 15 |
|
160.00
|
106.67 |
80.00
|
64.00
|
|
0.042 |
|
| 18 |
|
92.59 |
61.73 |
46.30 |
37.04 |
|
0.050 |
|
| 21 |
|
58.31 |
38.87 |
29.15 |
23.32 |
|
0.058 |
|
| 24 |
|
39.06 |
26.04 |
19.53
|
15.63
|
|
0.067 |
|
| 27 |
|
27.43 |
18.29 |
13.72 |
10.97 |
|
0.075 |
|
| 30 |
|
20.00 |
13.33 |
10.00
|
8.00 |
|
0.083 |
|
| 33 |
|
15.03 |
10.02 |
7.51 |
6.01 |
|
0.092 |
|
| 36 |
|
11.57 |
7.72 |
5.79 |
4.63 |
|
0.100 |
|
| 39 |
|
9.10 |
6.07 |
4.55 |
3.64 |
|
0.108 |
|
| 42 |
|
7.29 |
4.86 |
3.64 |
2.92 |
|
0.117 |
|
| 45 |
|
5.93 |
3.95 |
2.96 |
2.37 |
|
0.125 |
|
| 48 |
|
4.88 |
3.26 |
2.44 |
1.95 |
|
0.133 |
|
| 51 |
|
4.07 |
2.71 |
2.04 |
1.63 |
|
0.142 |
|
| 54 |
|
3.43 |
2.29 |
1.71 |
1.37 |
|
0.150 |
|
| 57 |
|
2.92 |
1.94 |
1.46 |
1.17 |
|
0.158 |
|
| 60 |
|
2.50 |
1.67 |
1.25 |
1.00 |
|
0.167 |
|
| 66 |
|
1.88 |
1.25 |
0.94 |
0.75 |
|
0.183 |
|
| 72 |
|
1.45 |
0.96 |
0.72 |
0.58 |
|
0.200 |
|
| 78 |
|
1.14 |
0.76 |
0.57 |
0.46 |
|
0.217 |
|
| 84 |
|
0.91 |
0.61 |
0.46 |
0.36 |
|
0.233 |
|
| 90 |
|
0.74 |
0.49 |
0.37 |
0.30 |
|
0.250 |
|
| 96 |
|
0.61 |
0.41 |
0.31 |
0.24 |
|
0.267 |
|
|
|
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| | 
