Alternative to ASCE 7 wind load for arched roofs
Alternative to ASCE 7 wind load for arched roofs
(OP)
Is anyone aware of a resource for calculating wind pressures on an arched roof outside of what's presented in ASCE 7? My building is an arched roof springing from ground level, approximately 120'x500'






RE: Alternative to ASCE 7 wind load for arched roofs