Two cylindrical rods, one of steel and the other of brass, are joined at Cand restrained by rigid supports at A and E. For the loading shown and knowing that E.= 200 GPa and Es= 105 GPa, determine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180-120- Steel B. 60 kN Brass 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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EXAMPLE 4.7
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,
determine (a) the reactions at A and E, (b) the deflection of
point C.
Dimensions in mm
100
100
-180--
Dl
E
Steel Be
60 kN
Brassc
40 kN
40-mm diam.
30-mm diam.
Transcribed Image Text:EXAMPLE 4.7 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, determine (a) the reactions at A and E, (b) the deflection of point C. Dimensions in mm 100 100 -180-- Dl E Steel Be 60 kN Brassc 40 kN 40-mm diam. 30-mm diam.
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