Applied Statics and Strength of Materials (6th Edition)
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 11, Problem 11.1P
To determine

(a)

By calculating the axial strain in the bar.

Expert Solution
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Answer to Problem 11.1P

   ε=0.004

Explanation of Solution

Given:

The diameter of the steel rod, d=2 in.

The original length of the rod, l=10 ft.

The elongation of the rod under applied load, δ=0.48 in.

Concept Used:

Axial (Longitudinal) Strain, ε=elongationoriginal length=δl

Calculation:

   ε=elongationoriginal length=δl=0.4810×12=0.004

Conclusion:

Axial (Longitudinal) Strain, ε=0.004

To determine

(b)

The poison's ratio of the rod.

Expert Solution
Check Mark

Answer to Problem 11.1P

   μ=0.3

Explanation of Solution

Given:

The diameter of the steel rod, d=2 in.

The original length of the rod, l=10 ft.

The elongation of the rod under applied load, δ=0.48 in.

The transverse deformation of the rod, =0.0024 in.

Concept Used:

Poisson's ratio is given by, μ=tranverse strainaxial strain

Calculation:

The transverse strain of the rod = change in diameteroriginal diameter=0.00242=0.0012

Poisson's ratio of the rod, μ=tranverse strainaxial strain=0.00120.004=0.3

Conclusion:

Poisson's ratio of the rod, μ=0.3

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In figure A, the homogeneous rod of constant cross section is attached to unyielding supports. In figure B, a homogeneous bar with a cross-sectional area of 600 mm2 is attached to rigid supports. The bar carries the axial loads P1 = 20 kN and P2 = 60 kN, as shown.1. In figure A, derive the expression that calculates the reaction R1 in terms of P, and the given dimensions.2. In figure B, calculate the reaction (kN) at A.3. In figure B, calculate the maximum axial stress (MPa) in the rod.

Chapter 11 Solutions

Applied Statics and Strength of Materials (6th Edition)

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