Question: Using the LRFD method, select the lightest available section with F y = 5 0 ksi. To support dead load of , 1 . 6

Using the LRFD method, select the lightest available section with Fy=50ksi. To support dead load of ,1.6kft. and a service live load of ,3.2kft. for a ,28ft. simple span. The section is to have full lateral bracing for its compression flange, and the maximum total service load deflection is not to exceed 11500 the span length.
Using the LRFD method, select the lightest

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