TomTpe
Structural
- Jan 12, 2007
- 2
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)?
