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1- The reactions at A and E. 2- The deflection at C.

1- The reactions at A and E. 2- The deflection at C.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Question #4: 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 Eb = 105 GPa, determine (dsteeF 40 mm, dbrass = 30 mm) 1- The reactions at A and E. 2- The deflection at C. 180 B 120 * 60kN 100 100 40 RN D Steel Brass Dimensions in mm.
Transcribed Image Text:Question #4: 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 Eb = 105 GPa, determine (dsteeF 40 mm, dbrass = 30 mm) 1- The reactions at A and E. 2- The deflection at C. 180 B 120 * 60kN 100 100 40 RN D Steel Brass Dimensions in mm.
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