Answered: Load (kips) Displacement (in.) Load…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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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