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wind loads - monoslope roofs
for determining the external pressure coefficient, gcp, for components & cladding (method 2), on a monoslope roof, sei/asce 7-02 presents figure 6-14a (for roof slopes, 3 to 10 degrees), and figure 6-14b (for roof slopes, 10 to 30 degrees). my question is, how should gcp be determined for monoslope roof components & cladding for slopes greater than 30 degrees (for example, 45 degrees)? |
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发表于 2009-9-16 22:06:18
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