I am designing a wood frame structure, hip roof with 12:12 and 18:12 roof pitches. ASCE7-05 Figure 6-11c gives component and cladding external pressure coefficients for gable and hip roofs up to 27 degrees and Figure 6-11d for gable roofs between 27 and 45 degrees. I see nothing for hip roofs...
I am designing a wood frame structure (residential) with a hip roof and 12:12 roof pitch. Component and cladding external pressure coefficients Figure 6-11C is for angles < 27 deg. I see nothing for greater slopes. Any recommendations?
