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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 Insul-Beam II should be used if possible or an engineered header assembly is required. More information on this chart can be found in Technical Bulletin #10 (www.pbssips.com).

Load Chart 8:

Allowable Header Loads (plf)

Condition 2–Panel is Not Continuous

Over Opening (Splines)

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Image 47
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