A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the right by u = 1.0 mm and upward by v = 1.8 mm to new position Q', as shown in the figure. Determine the shear strain y at corner Q' after deformation. Use a = 212 mm, b = 513.68 mm, and d = 330 mm. vt Q a = b Calculate the angle a shown in the figure below. i b R R O

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the right by u = 1.0 mm and upward by v = 1.8 mm to new position Q', as shown in the figure. Determine the shear strain y at corner Q' after deformation. Use a = 212 mm, b = 513.68 mm, and d = 330 mm. vt Q a = b Calculate the angle a shown in the figure below. i b R R O

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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