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[SEAOC] Re: [SEAOC] Re: [SEAOC] Masonry Shear Walls

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Dennis -

The issue that puzzles me about Table 21-J is that my Table reads: A(e) = 
380in^2 or 250in^2 maximum as opposed to the quantity 
V(n)/(A(e)*f'm^0.5) = 380psi or 250psi maximum.  I have a third printing 
of the 94 UBC.  Maybe there is a typo in my code.  What you said makes 
sense.  Let me know how the table in you code reads and what printing it 

Thanks for your response.

Stephen Fisher