List of Contributions

Thank you, Ronald! In addition to low rise residential construction, would pre-engineered metal buildings with single skin panel and cold-form girts and purlins as their cladding also fall into this light frame construction? ------------------------------ Daniel Rhoades P.E., M.ASCE Oklahoma City OK ...

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 ...

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 ...