Need a book? Engineering books recommendations...

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

RE: hr @ EQ.32-2 of UBC97, Section 1632

[Subject Prev][Subject Next][Thread Prev][Thread Next]
How about if I am checking the masonry (or concrete)
walls anchorage at the low roof diaphragm?

(1) hx/hr=20/30? or

(2) hx/hr=20/20? (will this be too conservative for
all the short (20' high) walls?

James Lin
IDS, Inc.

__________________________________________________
Do You Yahoo!?
Yahoo! Photos - 35mm Quality Prints, Now Get 15 Free!
http://photos.yahoo.com/