A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.3 mm and upward by v = 3.3 mm to new position Q'. Determine the shear strain y at corner Q'after deformation. Use c = 720 mm, a = 26°, and B = 64°. R Answer: Y = i prad

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.3 mm and upward by v = 3.3 mm to new position Q'. Determine the shear strain y at corner Q'after deformation. Use c = 720 mm, a = 26°, and B = 64°. R Answer: Y = i prad

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

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A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.3 mm and upward by
v = 3.3 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c =720 mm, a = 26°, and 3 = 64°.
Answer:
Y =
i
prad

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