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Check the adequacy of a 15ft long A992 W12x65 beam-column shown in figure (1). The axial loads and end moments have been obtained from 2nd order analysis of the gravity loads. The frame and loading are symmetric. Assume that (Ch) is 1.06. PD-85k, PL-220k MD-15k-ft, ML-45k-ft Le=8.6ft G MD-18k-ft, ML-52kft

Check the adequacy of a 15ft long A992 W12x65 beam-column shown in figure (1). The axial loads and end moments have been obtained from 2nd order analysis of the gravity loads. The frame and loading are symmetric. Assume that (Ch) is 1.06. PD-85k, PL-220k MD-15k-ft, ML-45k-ft Le=8.6ft G MD-18k-ft, ML-52kft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Check the adequacy of a 15ft long A992 W12x65 beam-column shown in figure (1). The axial loads and end moments have been obtained from 2nd order analysis of the gravity loads. The frame and loading are symmetric. Assume that (Ch) is 1.06. PD-85k, PL-220k MD-15k-ft, ML-45k-ft Le=8.6ft G MD-18k-ft, ML-52kft
Transcribed Image Text:Check the adequacy of a 15ft long A992 W12x65 beam-column shown in figure (1). The axial loads and end moments have been obtained from 2nd order analysis of the gravity loads. The frame and loading are symmetric. Assume that (Ch) is 1.06. PD-85k, PL-220k MD-15k-ft, ML-45k-ft Le=8.6ft G MD-18k-ft, ML-52kft
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