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 180120- 60 kN CI 1.00 100 DI E 40 kN 40-mm diam, 30-mm 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 180120- 60 kN CI 1.00 100 DI E 40 kN 40-mm diam, 30-mm diam.

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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