1. A W12 _35 section of A992 steel with a single line (along the tensile force) of four .-in. bolts in the web is subjected to a tensile live load of 65 k and a bending moment only due to the dead load, including the weight of the member along the weak axis of 20 ft-k. Is this member satisfactory? 2. A W10 _33 member is to support a factored tensile force of 100 k and a factored moment along the x axis of 100 ft-k, including the weight of the member. It is a fully welded member of grade 50 steel. Is the member adequate for the loads?
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