47
Header | Deflection |
| Header Span (ft.) |
| SIPswallpanel splineminimum 6”fromedge ofopening | |
Depth |
|
|
|
|
| |
| 4’ | 6’ | 8’ | 10’ |
| |
| L/480 | 345 | 243 | 156 | 99 |
|
12” |
|
|
|
|
|
|
L/360 | 450 | 295 | 190 | 125 |
| |
|
|
|
|
|
|
|
| L/240 | 630 | 382 | 236* | 153* |
|
|
|
|
|
|
|
|
| L/480 | 705 | 388 | 254 | 235 |
|
18” |
|
|
|
|
|
|
L/360 | 750* | 482 | 302* | 281* |
| |
|
|
|
|
|
|
|
| L/240 | 750* | 482 | 302* | 281* |
|
|
|
|
|
|
|
|
| L/480 | 698 | 582* | 368* | 350* |
|
24” |
|
|
|
|
|
|
L/360 | 895* | 582* | 368* | 350* |
| |
|
|
|
|
|
|
|
| L/240 | 895* | 582* | 368* | 350* |
|
|
|
|
|
|
|
|
* indicates ultimate load divided by 3 for the design capacity.
In all cases where a concentrated load is placed over on opening or the design loads exceed the capacity of a panel header, Premier
Load Chart 8:
Allowable Header Loads (plf)
Condition
Over Opening (Splines)