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Re: 1979 UBC Masonry

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Paul:
 
Yes it was.  A foot note at the bottom of Table No. 4H.  for Maximum Allowable Stresses - Reinforced solid and hollow masonry units, pg. 183
 
Ray Shreenan SE
----- Original Message -----
Sent: Wednesday, May 13, 2009 3:09 PM
Subject: 1979 UBC Masonry

Does anyone know if the 1.5 seismic shear force increase was in effect in the 1979 UBC for masonry?
 
Paul Feather PE, SE
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