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 10, Problem 10.18SP

A concrete cylinder 6 in. in diameter was tested in compression and observed to have shortened by an amount of 0.0029 in. over a gage length of 12 in. Total load at the time of the reading was 20,000 lb. Compute the modulus of elasticity, E.

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1. A rectangular bar is originally 3.00 inches wide X 0.25 inches thick. What axial load (in pounds) must be placed on the bar in order for the thickness to decrease by 0.002 inches? Use E = 10E6 psi and Poisson's ratio of 0.30.
Question 5 A lead of 5kN is to be raised using a steel wire. Find the minimum diameter of the wire required to raise the load if the yield stress of steel is 300MP.. 5kN
12. A column of length 18" and a diameter of 0.25" was tested with both ends pinned. The measured critical load was 172 Ibs. If the modulus of elasticity of the material is 29000 ksi, calculate the theoretical value for the critical load. What is the percent error in the critical load measurement? When the same column was tested with both ends fixed, the measured critical load was 510 lbs. What are the theoretical critical load and the percent error here? Use the formula shown below to calculate the % error. % ERROR = ((Ptheo-Pactual)/Ptheo

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Applied Statics and Strength of Materials (6th Edition)

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