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Daniel Rhoades, P.E., M.ASCE


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when are ordinary moment frames permitted per ASCE 7 Section 12.2.5.6.1b

Posted By Daniel Rhoades 04-29-2026 01:46 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
Section 12.2.5.6.1b of ASCE 7-10 thought ASCE 7-22 states that steel ordinary moment frames assigned to seismic design category D and E are permitted within light frame construction up to a heigh of 35' where neither the roof dead load nor the dead load of any floor above the base exceeds 35 psf. I often ...