Select a W section for a 46 ft simple span to support a dead uniform load of 2.1 k/ft and a live service load of 2.3 k/ft if four holes for 1-inch bolts are assumed present in each flange at the section of maximum moment. Use AISC Specification and A992 steel. Use both ASD and LRFD methods. O W30 X 116 (ASD) and W 33 x 118 (LRFD) O W33 x 118 (LRFD), W33 X 130 (ASD) O W33 x 118 (LRFD and ASD) O W27 X 84 (LRFD) AND W30 X 90 (ASD)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Select a W section for a 46 ft simple span to support a dead uniform load of 2.1 k/ft and a live
service load of 2.3 k/ft if four holes for 1-inch bolts are assumed present in each flange at the
section of maximum moment. Use AISC Specification and A992 steel. Use both ASD and LRFD
methods.
O W30 X 116 (ASD) and W 33 x 118 (LRFD)
O W33 x 118 (LRFD), W33 X 130 (ASD)
O W33 x 118 (LRFD and ASD)
O W27 X 84 (LRFD) AND W30 X 90 (ASD)
Transcribed Image Text:Select a W section for a 46 ft simple span to support a dead uniform load of 2.1 k/ft and a live service load of 2.3 k/ft if four holes for 1-inch bolts are assumed present in each flange at the section of maximum moment. Use AISC Specification and A992 steel. Use both ASD and LRFD methods. O W30 X 116 (ASD) and W 33 x 118 (LRFD) O W33 x 118 (LRFD), W33 X 130 (ASD) O W33 x 118 (LRFD and ASD) O W27 X 84 (LRFD) AND W30 X 90 (ASD)
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