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.