Return to index: [Subject] [Thread] [Date] [Author]

Re: Camber in Glulam

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Title: Camber in Glulam
Cambering glulam is only required to prevent the appearance of sagging. It does not affect the structural capabilities of the beam.
Sometimes cambering is used to provide the required roof slope to prevent ponding. This could be the case if the supports at each end of the beam are at the same elevation. In your example, it sounds like the elevations are at different elevations.
No other criteria require cambering.
Bruce Pooley
Timber Design
3448 South Newland Court
Lakewood, CO 80227
----- Original Message -----
Sent: Friday, March 16, 2001 8:51 PM
Subject: Camber in Glulam

Is it required to camber the glulam to 1.5 x the dead load deflection.  The roof slope is 1/2": 1 ft.  If I satisfied the minimum required slope of 1/4":1ft, can I eliminate the camber?  Even if it deflect by 1.5 x DL deflection the slope will still be greater than the minimum slope. 

Is there any other criteria aside from ponding that will require cambering of glulam beam?

Thanks a lot in advance,

Alfonso S. Quilala Jr., P.E.