Engineering Your Future: Comprehensive
8th Edition
ISBN: 9780199348015
Author: William C. Oakes, Les L. Leone
Publisher: Oxford University Press
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Chapter 16, Problem 16.26EAA
To determine
By finding
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0,5 mm
450 mm
350 mm
Bronze
A =
1500 mm²
E = 105 GPa
प
21.6 × 10-PC
Aluminum
A = 1800 mm²
£ = 73 GPa
=
a 23.2 × 10-PC
PROBLEM 2.58
Knowing that a 0.5-mm gap exists when the temperature is 24°C,
determine (a) the temperature at which the normal stress in the
aluminum bar will be equal to -75 MPa, (b) the corresponding exact
length of the aluminum bar.
0.5 mm
450 mm
-350 mm
Bronze
Aluminum
A
1500 mm²
A
1800 mm²
E
105 GPa
E
73 GPa
K
=
21.6 X 10 G <
= 23.2 × 10-G
PROBLEM 2.59
Determine (a) the compressive force in the bars shown after a
temperature rise of 82°C, (b) the corresponding change in length of
the bronze bar.
The truss shown below sits on a roller at A and a pin at E. Determine the magnitudes of the forces in truss members GH, GB, BC and GC. State whether they are in tension or compression or are zero force members.
Chapter 16 Solutions
Engineering Your Future: Comprehensive
Ch. 16 - Prob. 16.1EAACh. 16 - Prob. 16.2EAACh. 16 - Prob. 16.3EAACh. 16 - Prob. 16.4EAACh. 16 - Prob. 16.5EAACh. 16 - Prob. 16.6EAACh. 16 - Prob. 16.7EAACh. 16 - Prob. 16.8EAACh. 16 - Prob. 16.9EAACh. 16 - Prob. 16.10EAA
Ch. 16 - Prob. 16.11EAACh. 16 - Prob. 16.12EAACh. 16 - Prob. 16.13EAACh. 16 - Prob. 16.14EAACh. 16 - Prob. 16.15EAACh. 16 - Prob. 16.16EAACh. 16 - Prob. 16.17EAACh. 16 - Prob. 16.18EAACh. 16 - Prob. 16.19EAACh. 16 - Prob. 16.20EAACh. 16 - Prob. 16.21EAACh. 16 - Prob. 16.22EAACh. 16 - Prob. 16.23EAACh. 16 - Prob. 16.24EAACh. 16 - Prob. 16.25EAACh. 16 - Prob. 16.26EAACh. 16 - Prob. 16.27EAACh. 16 - Prob. 16.28EAACh. 16 - Prob. 16.29EAACh. 16 - Prob. 16.30EAACh. 16 - Prob. 16.31EAACh. 16 - Prob. 16.32EAACh. 16 - Prob. 16.33EAACh. 16 - Prob. 16.34EAACh. 16 - Prob. 16.35EAACh. 16 - Prob. 16.36EAACh. 16 - Prob. 16.37EAACh. 16 - Prob. 16.38EAACh. 16 - Prob. 16.39EAACh. 16 - Prob. 16.40EAACh. 16 - Prob. 16.41EAACh. 16 - Prob. 16.42EAACh. 16 - Prob. 16.43EAACh. 16 - Prob. 16.44EAACh. 16 - Prob. 16.45EAACh. 16 - Prob. 16.46EAACh. 16 - Prob. 16.47EAACh. 16 - Prob. 16.48EAACh. 16 - Prob. 16.49EAACh. 16 - Prob. 16.50EAACh. 16 - Prob. 16.51EAACh. 16 - Prob. 16.52EAACh. 16 - Prob. 16.53EAACh. 16 - Prob. 16.54EAACh. 16 - Prob. 16.55EAACh. 16 - Prob. 16.56EAACh. 16 - Prob. 16.57EAA
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