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 3FP

The rectangular plate is deformed into the shape of a parallelogram shown by the dashed line. Determine the average shear strain at corner A with respect to the x and y axes.

Chapter 2.2, Problem 3FP, The rectangular plate is deformed into the shape of a parallelogram shown by the dashed line.

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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
Determine the shear strain gxy at corners D and C if the plate distorts as shown by the dashed lines.
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