ASCE 7-10 Figure 30.6-1
ASCE 7-10 Figure 30.6-1
(OP)
I have a monoslope roof with h>60 feet and theta of ~14 degrees. Per footnote 6, I'm directed to Figs 30.4-2A, 2B, or 2C for the GCp values. These figures are for gable roofs though. Figures30.4-5A and 5B are for monoslope roofs and would seem to be better applied to my case. Is it the intent of the code to use the gable roof figures in this situation?






RE: ASCE 7-10 Figure 30.6-1
RE: ASCE 7-10 Figure 30.6-1