Question: 9 - 1 1 to 9 - 1 4 . Use both LRFD and ASD methods for these beams for which full lateral bracing of

9-11 to 9-14. Use both LRFD and ASD methods for these beams for which full lateral bracing of the compression flange is provided.
9-11. Select a W section for a 24 ft simple span to support a service dead uniform load of 1.25kft and a live service load of 1.0kft if two holes for 34-in bolts are assumed present in each flange at the section of maximum moment. Use AISC Specification and A36 steel. Use both LRFD and ASD methods.
9 - 1 1 to 9 - 1 4 . Use both LRFD and ASD

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