Materials for Civil and Construction Engineers (4th Edition)
Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 4, Problem 4.3QP

An aluminum alloy specimen with a radius of 0.28 in. was subjected to tension until fracture and produced results shown in Table P4.3.

a. Using a spreadsheet program, plot the stress–strain relationship.

b. Calculate the modulus of elasticity of the aluminum alloy.

TABLE P4.3

Stress, ksi Strain, 10−3 in./in.
0 0.0
8 0.6
17 1.5
27 2.4
35 3.2
43 4.0
50 4.6
58 5.2
62 5.8
64 6.2
65 6.5
67 7.3
68 8.1
  9.7

c. Determine the proportional limit.

d. What is the maximum load if the stress in the bar is not to exceed the proportional limit?

e. Determine the 0.2% offset yield strength.

f. Determine the tensile strength.

g. Determine the percent of elongation at failure.

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2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6 ft L= 8ft
I have a question for this problem in the first one wouldn't it be finding the total weight of the bags which =4800lbs and the multiply that by 12ft to find the concentrated load?? but if this is the case the load would end up as lbs/ft so I'm not too sure that is right.
There are 2 parts A) L=12ft B) L1= 6ft, L2= 8ft
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Material Properties 101; Author: Real Engineering;https://www.youtube.com/watch?v=BHZALtqAjeM;License: Standard YouTube License, CC-BY