Steel A-450 mm² E-200 GPa L-4.0 m A B opper A=230 mm² E-120 GPa L= 3.0 m 5.0 m a) What maximum P can be applied on the horizontal bar to give a stress of 110 MPa to steel and 150 MPa to copper. How far from copper should P be acting. Neglect the weight of the bar. b) What are the amount of deformations of the rods

Steel A-450 mm² E-200 GPa L-4.0 m A B opper A=230 mm² E-120 GPa L= 3.0 m 5.0 m a) What maximum P can be applied on the horizontal bar to give a stress of 110 MPa to steel and 150 MPa to copper. How far from copper should P be acting. Neglect the weight of the bar. b) What are the amount of deformations of the rods

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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