Design an A36 steel (fy=36 ksi & fu=58 ksi) double channel tension member 22 ft long using
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Design an A36 steel (fy=36 ksi & fu=58 ksi) double channel tension member 22 ft long using AISC Channels table to transmit 30 kips dead load and 45 kips live load. Also design welded connection for the member with 1.0” thick gusset plate using fillet weld deposited with E70X electrodes. Take U =0.85, Draw neat sketch.
Related Book For
Fundamentals of Hydraulic Engineering Systems
ISBN: 978-0136016380
4th edition
Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang
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