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ASCE7-05 C&C Pressure Coefficients

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alinla

alinla

Structural
Joined
Jul 22, 2005
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4
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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?
 
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But Table 6-11D is for Gable roofs?
 
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What's the difference? Wind design is not an exact science.
 
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