|
12" Panel | 15" Panel | 18" Panel | 21" Panel | 24" Panel
| Loading Table - AS Core 18" 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 |
|
2,187.50 |
1,458.33
|
1,093.75 |
875.00 |
|
0.017 |
|
| 9 |
|
648.15
|
432.10 |
324.07 |
259.26 |
|
0.025 |
|
| 12 |
|
273.44
|
182.29 |
136.72
|
109.38
|
|
0.033 |
|
| 15 |
|
140.00
|
93.33 |
70.00
|
56.00
|
|
0.042 |
|
| 18 |
|
81.02 |
54.01 |
40.51 |
32.41 |
|
0.050 |
|
| 21 |
|
51.02 |
34.01 |
25.51 |
20.41 |
|
0.058 |
|
| 24 |
|
34.18 |
22.79 |
17.09 |
13.67
|
|
0.067 |
|
| 27 |
|
24.01 |
16.00 |
12.00 |
9.60 |
|
0.075 |
|
| 30 |
|
17.50 |
11.67 |
8.75 |
7.00 |
|
0.083 |
|
| 33 |
|
13.15 |
8.77 |
6.57 |
5.26 |
|
0.092 |
|
| 36 |
|
10.13 |
6.75 |
5.06 |
4.05 |
|
0.100 |
|
| 39 |
|
7.97 |
5.31 |
3.98 |
3.19 |
|
0.108 |
|
| 42 |
|
6.38 |
4.25 |
3.19 |
2.55 |
|
0.117 |
|
| 45 |
|
5.19 |
3.46 |
2.59 |
2.07 |
|
0.125 |
|
| 48 |
|
4.27 |
2.85 |
2.14 |
1.71 |
|
0.133 |
|
| 51 |
|
3.56 |
2.37 |
1.78 |
1.42 |
|
0.142 |
|
| 54 |
|
3.00 |
2.00 |
1.50 |
1.20 |
|
0.150 |
|
| 57 |
|
2.55 |
1.70 |
1.28 |
1.02 |
|
0.158 |
|
| 60 |
|
2.19 |
1.46 |
1.09 |
0.88 |
|
0.167 |
|
| 66 |
|
1.64 |
1.10 |
0.82 |
0.66 |
|
0.183 |
|
| 72 |
|
1.27 |
0.84 |
0.63 |
0.51 |
|
0.200 |
|
| 78 |
|
1.00 |
0.66 |
0.50 |
0.40 |
|
0.217 |
|
| 84 |
|
0.80 |
0.53 |
0.40 |
0.32 |
|
0.233 |
|
| 90 |
|
0.65 |
0.43 |
0.32 |
0.26 |
|
0.250 |
|
| 96 |
|
0.53 |
0.36 |
0.27 |
0.21 |
|
0.267 |
|
|
|
|
|
|
|
|
|
|
301 N 5th St, Superior, WI
54880
394-3130
Copyright © 2006 All Rights
Reserved. | 
