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

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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.

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