In ASCE 7-22, commentary section C13.1.6, the final paragraph mentions a specified weight limit for nonstructural components, and parenthetically gives it as 25% relative to the combined weight of the structure and component.
I am wondering if the 25% value should actually be 20% as given in section 13.1.1. Thoughts?
#ASCE7-22#Seismic------------------------------
Dallin Strong P.E., M.ASCE
Sandy UT
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