Mechanics of Materials
Mechanics of Materials
11th Edition
ISBN: 9780137605460
Author: Russell C. Hibbeler
Publisher: Pearson Education (US)
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Chapter 2.2, Problem 6P

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, relalive to the x, y axes. Side D. ‘B’ remains horizontal.

Chapter 2.2, Problem 6P, The square deforms into the position shown by the dashed lines. Determine the shear strain at each

Prob. 2–6

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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.
The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average normal strain along diagonal AC, and the average shear strain at corner A relative to the x, y axes. y 6 mm -400 mm 2 mm 2 mm 300 mm 16 mm 2 mm x A B -400 mm -3 mm
*2-13. The piece of rubber is originally rectangular. Determine the average shear Yzy at A if the corners B and D are subjected to the displacements that cause the rubber to distort as shown by the dashed lines. Prob. 2-13 3 mm- y D 400 mm AK -300 mm- C B 2 mm X

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An Introduction to Stress and Strain; Author: The Efficient Engineer;https://www.youtube.com/watch?v=aQf6Q8t1FQE;License: Standard YouTube License, CC-BY