A W18 × 119 is used as a compression member with one end fixed and the other end fixed against rotation but free to translate. The length is 12 feet. If A992 steel is used, what is the available compressive strength? a. Use AISC Equation, compute both the design strength for LRFD and the allowable strength for ASD. b. Use Table 4-22 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD.
A W18 × 119 is used as a compression member with one end fixed and the other end fixed against rotation but free to translate. The length is 12 feet. If A992 steel is used, what is the available compressive strength? a. Use AISC Equation, compute both the design strength for LRFD and the allowable strength for ASD. b. Use Table 4-22 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W18 × 119 is used as a compression member with one end fixed and the other end fixed against rotation but free to translate. The length is 12 feet. If A992 steel is used, what is the available compressive strength?
a. Use AISC Equation, compute both the design strength for LRFD and the allowable strength for ASD.
b. Use Table 4-22 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD.
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