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Given Fy = 50 ksi, combined DL an LL moment is M = 350 kip-ft, and...

Given Fy = 50 ksi, combined DL an LL moment is M = 350 kip-ft, and Lb= 12 ft. Size the steel girder using elastic design.

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Subject: Steel and Wood Design A W24×55 steel beam of Fy=50 ksi is subjected to a uniform service dead load of 3 k/ft and a concentrated service live load of 20 k as shown in Fig. Q1. The flange of the beam is braced at its midspan and at the supports. Use the LRFD method to check if this beam is adequate or satisfactory. Take Cb=1.   
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