brackett
Structural
- Mar 9, 2009
- 1
Found this site trying to find examples for asce 7 -05 hip roof greater than 27 degrees.
read this post thread507-165141 wanted to see if any further information out there? Thanks!
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 greater than 27 degrees. Can anyone offer any help? I have several study guides with example problems but no one addresses hip roofs with steep slopes.
read this post thread507-165141 wanted to see if any further information out there? Thanks!
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 greater than 27 degrees. Can anyone offer any help? I have several study guides with example problems but no one addresses hip roofs with steep slopes.