AA = 900 mm²P₁500 mmA = 2000 mm²P₂B+250 mm +FIG. P2.59A = 1200 mm²сD-350 mm → 2.59 The steel rod is stress-free before the axial loads P₁ = 150 kN and P₂ = 90kN are applied to the rod. Assuming that the walls are rigid, calculate the axial forcein each segment after the loads are applied. Use E = 200 GPa.

Answered: Image /qna-images/answer/c8f177e6-0f80-4bf0-b061-8abbededd8f7.jpg

Answered: A A = 900 mm² P₁ 500 mm A = 2000 mm² P₂…

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Civil Engineering

A A = 900 mm² P₁ 500 mm A = 2000 mm² P₂ B +250 mm + FIG. P2.59 A = 1200 mm² с D -350 mm →

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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Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

A
A = 900 mm²
P₁
500 mm
A = 2000 mm²
P₂
B
+250 mm +
FIG. P2.59
A = 1200 mm²
с
D
-350 mm →

2.59 The steel rod is stress-free before the axial loads P₁ = 150 kN and P₂ = 90
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.

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