Need a book? Engineering books recommendations...

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

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

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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 
is.

Thanks for your response.


Stephen Fisher

...