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3) (Modifie d) The members of the truss are ass um ed to be pin connecte d. If member AC is an A-36 steel (E=200 GPa) 1od of 5 0 m m diameter, determine th e maximum lo ad P that can be supported by the truss without causing the member to buckle. Take F .S. 2 against buckling. (Take 1 ft= 3 00 mm) 3 m 2 m - Prob. 13-32

3) (Modifie d) The members of the truss are ass um ed to be pin connecte d. If member AC is an A-36 steel (E=200 GPa) 1od of 5 0 m m diameter, determine th e maximum lo ad P that can be supported by the truss without causing the member to buckle. Take F .S. 2 against buckling. (Take 1 ft= 3 00 mm) 3 m 2 m - Prob. 13-32

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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3) (Modif ied) The m embers of the truss are assum ed to be pin co: connected. If member AC is an A- 3 6 steel (E = 2 00 GPa) rod of 50 m m diameter, determine the maximum lo ad P that be supported by the truss without сan causing th e member to buckle. Take F.S. 2 against buckling. (Take 1 ft= 300 mm) B 3 m A ID -2 m - Prob. 13-32
Transcribed Image Text:3) (Modif ied) The m embers of the truss are assum ed to be pin co: connected. If member AC is an A- 3 6 steel (E = 2 00 GPa) rod of 50 m m diameter, determine the maximum lo ad P that be supported by the truss without сan causing th e member to buckle. Take F.S. 2 against buckling. (Take 1 ft= 300 mm) B 3 m A ID -2 m - Prob. 13-32
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