Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question

An ASTM A615 grade 60 number 10 rebar with a gauge length of 8 in. was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data were as shown in Table .
Using a spreadsheet program, obtain the following:
a. A plot of the stress–strain relationship. Label the axes and show units.
b. A plot of the linear portion of the stress–strain relationship. Determine modulus of elasticity using the best-fit approach.
c. Proportional limit.

Load (kips) Displacement (in.) Load (kips) Displacement (in.) 106.27 0.3320 13.97 0.0036 109.46 0.3823 42.46 0.0094 111.55 0.4351 74.11 0.0163 113.64 0.4883 86.15 0.0676 115.23 0.5392 95.72 0.1592 117.44 0.6032 119.65 100.51 0.2339 0.7279 0.8832 103.94 0.2847 118.18
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Transcribed Image Text:Load (kips) Displacement (in.) Load (kips) Displacement (in.) 106.27 0.3320 13.97 0.0036 109.46 0.3823 42.46 0.0094 111.55 0.4351 74.11 0.0163 113.64 0.4883 86.15 0.0676 115.23 0.5392 95.72 0.1592 117.44 0.6032 119.65 100.51 0.2339 0.7279 0.8832 103.94 0.2847 118.18
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