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Alternative to ASCE 7 wind load for arched roofs

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

(OP)
Update - Eurocode 1 appears to be identical

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