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Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. We know that Es=200 GPa and Eb = 105 GPa, calculate (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm -180- -120- GO KN 40-mm diam, G 1.00 100 DI Brass E 40 kN 30-mmm diam.

Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. We know that Es=200 GPa and Eb = 105 GPa, calculate (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm -180- -120- GO KN 40-mm diam, G 1.00 100 DI Brass E 40 kN 30-mmm diam.

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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Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. We know that Es=200 GPa and Eb = 105 GPa, calculate (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm -180- -120- GO KN 40-mm diam. G 1.00 100 DI Brass E 40 kN 30-imm diam.
Transcribed Image Text:Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. We know that Es=200 GPa and Eb = 105 GPa, calculate (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm -180- -120- GO KN 40-mm diam. G 1.00 100 DI Brass E 40 kN 30-imm diam.
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