39
Panel Core |
|
| Wall Panel Height (ft.) |
|
| |
Thickness | 8’ | 10’ | 12’ | 16’ | 20’ | 24’ |
3 1/2” | 4723 | 3903 | 3094 | 2350 | NA | NA |
|
|
|
|
|
|
|
5 1/2” | 5849 | 5889 | 4278 | 4311 | NA | NA |
|
|
|
|
|
|
|
7 1/4” | 6850 | 6111 | 5556 | 5181 | 4835 | NA |
|
|
|
|
|
|
|
9 1/4” | 5470 | 5470 | 5470 | 5470 | 5470 | 4250 |
|
|
|
|
|
|
|
11 1/4” | 4500 | 4333 | 4167 | 3750 | 3750 | 3333 |
|
|
|
|
|
|
|
Axial loads represent ultimate load divided by a safety factor of 3. Loads do not reflect secondary effect of P∆
2x’s are spaced 4’ on center.
More information on this chart can be found in Technical Bulletin #4
Axial Load Chart 2:
Allowable Axial Loads (plf) for
Premier Type L (Lumber) SIPs
