From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Date: Mon, 26 Feb 2001 19:06:31 -0500
1970 UBC, DF-L Combination "A" 4 or more laminations:
F(b) = 2400 psi
F(t) = 1600 psi
F(c)// = 1500 psi
F(v) = 165 psi
F(c)perp = 450 psi
E = 1.8 X 10^6
A. Roger Turk, P.E.(Structural)
Gina Gobo wrote:
. > I am checking the roof structure for a building built in 1971. Does anyone
. > have the UBC for this time period?
. > More specifically, I am looking for the allowable design stresses for a
. > Glulam beam that is D.F. Combination 'A.'
. > Any information is greatly appreciated...
. > Gina