The brick wall exerts a uniform distributed load of 1.20 kip/ft on the beam. If the allowable bending stress is u allow = 22 ksi and the allowable shear stress is Tallow = 12 ksi, select the lightest wide-flange section with the shortest depth from Appendix B that will safely support the load. If there are several choices of equal weight, choose the one with the shortest height.
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