wind loads - monoslope roofs
 

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)?