page 147 bottom side
the Cmin should be 12" not 1.75"
the result should be 0.86 not 0.72
thus the page 148:
the Ncb = 62,535 not 52,350 lb
phi*Ncb = 46,902 not 39,250 lb
// ==
Here is my question
Section D.3.3.3 said that on high seismic area the values shall be
take a 25% hit.
The Ss =1.78g, S1 = 0.55g, Seismic Design Category D
Does this qualify as "high seismic area"?
This manual is a very good reference for me. I really appreciate the
efforts put in for us. Much easier to follow than some of the other
reference material I have.
Thanks
Szuchuan
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