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Current Attempt in Progress A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.8 mm and upward by v = 6.3 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 785 mm, a = 27°, and B = 63°. R Answer: y = i prad

Current Attempt in Progress A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.8 mm and upward by v = 6.3 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 785 mm, a = 27°, and B = 63°. R Answer: y = i prad

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
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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Current Attempt in Progress A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.8 mm and upward by v = 6.3 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 785 mm, a = 27°, and B = 63°. a R Answer: y = i prad
Transcribed Image Text:Current Attempt in Progress A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.8 mm and upward by v = 6.3 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 785 mm, a = 27°, and B = 63°. a R Answer: y = i prad
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