The steel rod is stress-free before the axial loads P1 =169 kN and P2 = 88 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E=200 GPa. A = 2000 mm2 A = 900 mm2 A = 1200 mm2 B 500 mm -250 mm--350 mm ANSWER: PCD = kN, PBc = kN, PAB = kN (express it in whole number)

The steel rod is stress-free before the axial loads P1 =169 kN and P2 = 88 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E=200 GPa. A = 2000 mm2 A = 900 mm2 A = 1200 mm2 B 500 mm -250 mm--350 mm ANSWER: PCD = kN, PBc = kN, PAB = kN (express it in whole number)

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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