41
Panel Core | Deflection |
|
|
|
|
| Panel Span (ft.) |
|
|
|
|
| |||
Thickness |
| 4’ | 8’ |
| 10’ | 12’ |
| 14’ |
| 16’ | 18’ |
| 20’ | 22’ | 24’ |
| L/360 | 138 | 78 |
| 64 | 53 |
| 41 |
| 33 | 27 |
| 22 | 20 | 17 |
9 1/4” |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L/240 | 160* | 86* |
| 65* | 57* |
| 51* |
| 46* | 41 |
| 34 | 29 | 25 | |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| L/180 | 160* | 86* |
| 65* | 57* |
| 51* |
| 46* | 42* |
| 39* | 37* | 34 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| L/360 | 115 | 94* |
| 75 | 51 |
| 49 |
| 47 | 38 |
| 28 | 24 | 21 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11 1/4” | L/240 | 160* | 94* |
| 76* | 59* |
| 55* |
| 51* | 45* |
| 39* | 36 | 31 |
| L/180 | 160* | 94* |
| 76* | 59* |
| 55* |
| 51* | 45* |
| 39* | 36* | 33* |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Maximum Floor Span |
| Maximum Roof Span |
|
|
| ||||||
*indicates ultimate load divided by 3 for the design capacity. 4’ span is a minimum two span condition.
Panels require a minimum of
Floor panels should have a 3/4” minimum top skin or a 7/16” top skin overlayed with 7/16” finish flooring perpendicular to the panels. More information on this chart can be found in Technical Bulletin #18 (www.pbssips.com).
Refer to Technical Bulletin #21 for floor applications (www.pbssips.com).
