Two cylindrical rods, one of steel and the other of brass, are joinedat C and restrained by rigid supports at A and E. For the loadingshown and knowing that Es 200 GPa and E= 105 GPa, deter-mine (a) the reactions at A and E, (b) the deflection of point C.Dimensions in mm100 100DA-180-Steel B40-mm diam.120-60 kNBrassE40 KN30-mm diam.

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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. 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 20 D E Steel B 40 kN 40-mm diam. A 60 kN Brass 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. 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 20 D E Steel B 40 kN 40-mm diam. A 60 kN Brass 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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Question

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 Es 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
D
A
-180-
Steel B
40-mm diam.
120-
60 kN
Brass
E
40 KN
30-mm diam.

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