When we use external pressure coefficient (GCpf) for MWFRS?
When we use external pressure coefficient (GCpf) for MWFRS?
(OP)
I don't understand when we use the external pressure coefficient (GCpf) in case of MWFRS if my case is a steel hanger surrounded by side & end girts? I mean when I try to apply wind loads on the steel hanger I calculate the wind pressure acting on Component & Cladding only.






RE: When we use external pressure coefficient (GCpf) for MWFRS?
RE: When we use external pressure coefficient (GCpf) for MWFRS?
RE: When we use external pressure coefficient (GCpf) for MWFRS?
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