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

Re: Residential Flexible/Rigid Diaphragm Analysis

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In a message dated 3/31/99 10:57:31 PM Pacific Standard Time,
BNelsonSE(--nospam--at) writes:

 don't forget to divide 97 UBC base shear by 1.4 for working stress.


Unfortunately, the 40% increase (V=.26W) already includes the 1.4 working
stress conversion.

Bruce Resnick, SE
Parker Resnick Str. Eng.