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2-6. The square deforms into the position shown by the dashed lines. Determine the shear strain at each of its corners, A, B, C, and D, relative to the x, y axes. Side D'B' remains horizontal. y D' 53 mm D 91.5° 50 mm B' C - 3 mm B 50 mm 8 mm C' X

2-6. The square deforms into the position shown by the dashed lines. Determine the shear strain at each of its corners, A, B, C, and D, relative to the x, y axes. Side D'B' remains horizontal. y D' 53 mm D 91.5° 50 mm B' C - 3 mm B 50 mm 8 mm C' X

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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2-6. The square deforms into the position shown by the dashed lines. Determine the shear strain at each of its corners, A, B, C, and D, relative to the x, y axes. Side D'B' remains horizontal. y D' 53 mm A₁ D 91.5° 50 mm B' Prob. 2-6 C B 3 mm 50 mm 8 mm C' X
Transcribed Image Text:2-6. The square deforms into the position shown by the dashed lines. Determine the shear strain at each of its corners, A, B, C, and D, relative to the x, y axes. Side D'B' remains horizontal. y D' 53 mm A₁ D 91.5° 50 mm B' Prob. 2-6 C B 3 mm 50 mm 8 mm C' X
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