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A W10 section is to be selected to support the loads Pp 85 k and PL= 140 k. The member, which is to be 20 ft long, is fixed at the bottom and fixed against rotation but free to translate at the top. Use A992 steel. (Ans. W10x 68, LRFD and ASD, .P, = 363 k and P/ 241 k) %3D

A W10 section is to be selected to support the loads Pp 85 k and PL= 140 k. The member, which is to be 20 ft long, is fixed at the bottom and fixed against rotation but free to translate at the top. Use A992 steel. (Ans. W10x 68, LRFD and ASD, .P, = 363 k and P/ 241 k) %3D

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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6-9. A W10 section is to be selected to support the loads Pp= 85 k and P 140 k. The member, which is to be 20 ft long, is fixed at the bottom and fixed against rotation but free to translate at the top. Use A992 steel. (Ans. W10x 68, LRFD and ASD, OP, = 363 k and P/n 241 k)
Transcribed Image Text:6-9. A W10 section is to be selected to support the loads Pp= 85 k and P 140 k. The member, which is to be 20 ft long, is fixed at the bottom and fixed against rotation but free to translate at the top. Use A992 steel. (Ans. W10x 68, LRFD and ASD, OP, = 363 k and P/n 241 k)
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