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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
Use LRFD and select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live load = 80 kips, and wind load = 75 kips. The connection will be with two 9-in.-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 length is 17.5 ft. Use Fy = 50 ksi and Fu = 65 ksi.
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