*4-36. The composite bar consists of a 20-mm-diameter A-36 steel segment AB and 50-mm-diameter red brass C83400 end segments DA and CB. Determine the average normal stress in each segment due to the applied load. Esteel = 200 x10 Pa. EBrass = 101 KI014. -250 mm- 500 mm -250 mm- 50 mm 20 mm 75 kN 100 kN. D ↑ A A 75 kN 100 kN B C

*4-36. The composite bar consists of a 20-mm-diameter A-36 steel segment AB and 50-mm-diameter red brass C83400 end segments DA and CB. Determine the average normal stress in each segment due to the applied load. Esteel = 200 x10 Pa. EBrass = 101 KI014. -250 mm- 500 mm -250 mm- 50 mm 20 mm 75 kN 100 kN. D ↑ A A 75 kN 100 kN B C

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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