A solid stee between rigid walls. If the stress in the bar is zero at 27° what will be the stress (MPa) in the bar when the temperatur rises to 42°C? Use E = 200 GPa and a = 12.5 x 106 m/m-°C. A. 172.5 C B. 172.5 T lete ong is secur C. 37.5 T D. 37.5 C

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.6.7P: A wine of length L = 4 ft and diameter d = 0.125 in. is stretched by tensile forces P = 600 lb. The...
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4. A solid steel bar 50 mm in diameter and 1.5 m long is secured
between rigid walls. If the stress in the bar is zero at 27°C,
what will be the stress (MPa) in the bar when the temperature
rises to 42°C? Use E = 200 GPa and a = 12.5 x 10-6 m/m-°C.
А. 172.5 С
В. 172.5 T
C. 37.5 T
D. 37.5 C
5. A 12-m vertical pole has an outside diameter of 300 mm and
inside diameter of 250 mm. The pole is subjected to a load that
varies uniformly from 800 N/m at the base to 1200 N/m at the
top. Compute the maximum shearing stress (MPa) in the pole.
А. 2.54
В. 1.65
С. 3.47
D. 1.11
6. A 12-m vertical pole has an outside diameter of 300 mm and
inside diameter of 250 mm. The pole is subjected to a load that
varies uniformly from 800 N/m at the base to 1200 N/m at the
top. Compute the maximum flexural stress (MPa) in the pole.
A. 56
В. 49
С. 52
D. 64
Transcribed Image Text:4. A solid steel bar 50 mm in diameter and 1.5 m long is secured between rigid walls. If the stress in the bar is zero at 27°C, what will be the stress (MPa) in the bar when the temperature rises to 42°C? Use E = 200 GPa and a = 12.5 x 10-6 m/m-°C. А. 172.5 С В. 172.5 T C. 37.5 T D. 37.5 C 5. A 12-m vertical pole has an outside diameter of 300 mm and inside diameter of 250 mm. The pole is subjected to a load that varies uniformly from 800 N/m at the base to 1200 N/m at the top. Compute the maximum shearing stress (MPa) in the pole. А. 2.54 В. 1.65 С. 3.47 D. 1.11 6. A 12-m vertical pole has an outside diameter of 300 mm and inside diameter of 250 mm. The pole is subjected to a load that varies uniformly from 800 N/m at the base to 1200 N/m at the top. Compute the maximum flexural stress (MPa) in the pole. A. 56 В. 49 С. 52 D. 64
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