A thin triangular plate PQR forms a right angleat point Q. During deformation, point Q movesto the left byu = 2.9 mm and upward by v =3.2 mm to new position Q. Determine theshear strain y at corner Q after deformation.Use c = 615 mm, a = 27°, and ß = 63°.%3DAthin triangular plate POR forms a right angle at point Q. During deformation, point Q moves to the left by u - 2.9 mm and upward byv=3.2 mm to new position Q. Determine the shear strain y at corner Q after deformation. Use c= 615 mm, a= 27, and B= 63.Answer:Hrad

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.9 mm and upward by v = 3.2 mm to new position Q. Determine the shear strain y at corner Q after deformation. Use c = 615 mm, a = 27°, and ß = 63°. A thin triangular plate POR forms a right angle at point Q. During deformation, point Q moves to the left by u - 2.9 mm and upward by v- 32 mm to new position Q. Determine the shear strain y at corner Q after deformation. Use c= 615 mm, a= 27, and B- 63:

A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 2.9 mm and upward by v = 3.2 mm to new position Q. Determine the shear strain y at corner Q after deformation. Use c = 615 mm, a = 27°, and ß = 63°. A thin triangular plate POR forms a right angle at point Q. During deformation, point Q moves to the left by u - 2.9 mm and upward by v- 32 mm to new position Q. Determine the shear strain y at corner Q after deformation. Use c= 615 mm, a= 27, and B- 63:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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