Cantilevered steel column design
I have a question regarding cantilevered steel columns as the seismic force resisting system. I have a steel framed platform on the interior of a building. I am using cantilevered column system G.3 from Table 12.2-1 in ASCE-05 with R=1.25 for the platform. Also, section 12.2.5.2 limits the...
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