4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the frame is in this position. Assume the columns are rigid and rotate about their lower supports. 0 = 2° 0=2° 3 m B 4 m 1 m 4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the frame is in this position. Assume the columns are rigid and rotate about their lower supports. 0 = 2° 0=2° 3 m B 4 m 1 m
4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the frame is in this position. Assume the columns are rigid and rotate about their lower supports. 0 = 2° 0=2° 3 m B 4 m 1 m 4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the frame is in this position. Assume the columns are rigid and rotate about their lower supports. 0 = 2° 0=2° 3 m B 4 m 1 m
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.7.6P
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Transcribed Image Text:4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two
columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the
frame is in this position. Assume the columns are rigid and rotate about their lower supports.
0 = 2°
0=2°
3 m
B
4 m
1 m

Transcribed Image Text:4. The guy wire AB of a building frame is originally unstretched. Due to an earthquake, the two
columns of the frame tilt 0=2°. Determine the approximate normal strain in the wire when the
frame is in this position. Assume the columns are rigid and rotate about their lower supports.
0 = 2°
0=2°
3 m
B
4 m
1 m
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