Use load and resistance factor design and select the lightest American Standard Channel shape to resist a factored tensile load of 180 kips. The length is 15 ft, and there will be two lines of 7/8-in diameter bolts in the web. Use a shear lag factor of 0.85. Use A36 steel (Fy = 36 ksi, Fu = 58 ksi). Using the selected member, analyze the section again by computing for its ultimate strength for LRFD and comparing it to the factored load experienced by the member.
Use load and resistance factor design and select the lightest American Standard Channel shape to resist a factored tensile load of 180 kips. The length is 15 ft, and there will be two lines of 7/8-in diameter bolts in the web. Use a shear lag factor of 0.85. Use A36 steel (Fy = 36 ksi, Fu = 58 ksi). Using the selected member, analyze the section again by computing for its ultimate strength for LRFD and comparing it to the factored load experienced by the member.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use load and resistance factor design and select the lightest American Standard Channel shape to resist a factored tensile load of 180 kips. The length is 15 ft, and there will be two lines of 7/8-in diameter bolts in the web. Use a shear lag factor of 0.85. Use A36 steel (Fy = 36 ksi, Fu = 58 ksi). Using the selected member, analyze the section again by computing for its ultimate strength for LRFD and comparing it to the factored load experienced by the member.
Transcribed Image Text:Bolt lines
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