Materials For Civil And Construction Engineers In Si Units
Materials For Civil And Construction Engineers In Si Units
4th Edition
ISBN: 9781292154404
Author: Michael S Mamlouk
Publisher: PEARSON
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Chapter 3, Problem 3.39QP

A steel pipe having a length of 3 ft. an outside diameter of 5 in., and a wall thickness of 1/2 in. is subjected to an axial compression of 50,000 lb. Assuming a modulus of elasticity of 30 × 106 psi and a Poisson’s ratio of 0.27, find

  1. a. the shortening of the pipe,
  2. b. the increase in the outside diameter, and
  3. c. the increase in the wall thickness.
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A steel pipe having a length of 3 ft, an outside diameter of 5 in., and a wall thickness of 1/2 in. is subjected to an axial compression of 50,000 lb. Assuming a modulus of elasticity of 30 * 106 psi and a Poisson’s ratio of 0.27, finda. the shortening of the pipe,b. the increase in the outside diameter, andc. the increase in the wall thickness.
A steel pipe of length L = 4.0 ft, outside diameter = 6.0 in., and inside diameter = 4.5 in. is compressed by an axial force P kips. The material has modulus of elasticity E = 30,000 ksi and Poisson’s ratio υ = 0.30. Determine the following quantities for the pipe: (a) the shortening, (b) the lateral strain (c) the increase in the outer diameter and the increase in the inner diameter, and (d) the increase in the wall thickness. (Where P is equal to 51kips)
A 3-m long steel plate having a cross-section of 25 mm x 300 mm is used as a hanger and subjected to a tensile load of 1070 kN. Poisson’s Ratio = 0.25 and E = 200 000 MPa. Compute the lateral strain. Express your answers in 6 decimal places.

Chapter 3 Solutions

Materials For Civil And Construction Engineers In Si Units

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