Engineering Fundamentals
Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Chapter 7, Problem 43P

A 10 cm long rectangular bar (when subjected to a tensile load) deforms by 0.1 mm. Calculate the normal strain.

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A homogenous steel rod has a diameter of 1.5 inches. When a load is applied, it deformed to about 0.045 inches. If the length of the rod is 6 ft and the modulus of elasticity is E=29x10^6 psi. Determine the force applied in kilopounds (kips).
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2. Given that a steel cylinder of dimenslons 12.0 mm in dlameter and 70 mm long is subjected to tensicn. (a) Determine the modulus of elasticity in the figure below. (b) Using the figure below, calculate the deformation in the steel cylinder subjected to 15 kN tension for ce. 600 500 400 500 400E 300 300 200 200 100 100 0.000 0.002 0.004 0.006 Strain 8.00 0.04 0.03 0.12 0.16 0.20 Strain Tensile stress-strain behavior for a steel alloy. Daccri be io v our MP MOrds the throo ctrongthanin g arnin cize rad uction colid Stress (MPa) Stress (MPa)
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