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categoryهندسة مدنية schoolبكالوريوس event_available2026-07-13

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3. Determine the LRFD design strength &P, and the ASD allowable strength, P./2 for the compression member shown. Use the AISC Specification and a steel with Fy 50 ksi. A 35 ft. axially loaded W12x65 column that has the bracing and end support conditions shown in the figure. 15 ft 35 ft 10 ft x-x axis y-y axis 10 ft

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