2. Problem Statement: Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E, = 200 GPa and E, = 105 GPa, deter- mine (a) the reactions at A and E, (b) the deflection of point C. %3D Dimensions in mm 100 -180 120- 100 A D E Steel B. Brass 60 kN 40 kN 40-mm diam. 30-mm diam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Problem Statement:
Two cylindrical rods, one of steel and the other of brass, are joined
at C and restrained by rigid supports at A and E. For the loading
shown and knowing that E, = 200 GPa and E, = 105 GPa, deter-
mine (a) the reactions at A and E, (b) the deflection of point C.
Dimensions in mm
100
100
-180 120-
D
E
Steel B.
Brass •
60 kN
40 kN
40-mm diam.
30-mm diam.
Transcribed Image Text:2. Problem Statement: Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E, = 200 GPa and E, = 105 GPa, deter- mine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180 120- D E Steel B. Brass • 60 kN 40 kN 40-mm diam. 30-mm diam.
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