Compute the value of u with equation and revise the design

Reference no: EM13556997

Use LRFD and select an American Standard Channel shapefor the following tensile loads. Dead load=54 kips live load= 80 kips and wind load=75 kips. The connection will be with two 9inch long longitudinal welds. Use an estimated shear lag factor of U=0.85. Once the member has been selected, compute the value of U with equation 3.1 and revise the design if necessary. The lengths is 17.5 ft. Use Fy= 50 ksi and Fu=65 ksi.

Reference no: EM13556997

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