Question 2. The square plate ABCD is deformed into the shape shown by the dashed lines. If DC has a normal strain €x = 0.005, DA has a normal strain €x = 0.004 at D, Yry = 0.01rad determine the shear strain at point E with respect to the x' and y' axes.
Question 2. The square plate ABCD is deformed into the shape shown by the dashed lines. If DC has a normal strain €x = 0.005, DA has a normal strain €x = 0.004 at D, Yry = 0.01rad determine the shear strain at point E with respect to the x' and y' axes.
Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter8: Vertical Stress Increase In Soil
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Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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![Question 2. The square plate ABCD is deformed into the shape shown by the dashed lines. If DC has a normal strain
Ex = 0.005, DA has a normal strain e, = 0.004 at D, Yxy = 0.01rad determine the shear strain at point E with
respect to the x' and y' axes.
600 mm-
600 mm
E
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F00b972c2-a3b8-4bb2-8caa-8954e21fc7b7%2Fb9fa4a74-fbde-4e1b-a9d0-2b270d72224b%2Fclbzzqp_processed.png&w=3840&q=75)
Transcribed Image Text:Question 2. The square plate ABCD is deformed into the shape shown by the dashed lines. If DC has a normal strain
Ex = 0.005, DA has a normal strain e, = 0.004 at D, Yxy = 0.01rad determine the shear strain at point E with
respect to the x' and y' axes.
600 mm-
600 mm
E
D
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