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Re: Residential Flexible/Rigid Diaphragm Analysis

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In a message dated 3/31/99 10:57:31 PM Pacific Standard Time,
BNelsonSE(--nospam--at)email.msn.com writes:

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

Bill,

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

Bruce Resnick, SE
Parker Resnick Str. Eng.