Mechanics of Materials (10th Edition)
Mechanics of Materials (10th Edition)
10th Edition
ISBN: 9780134319650
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 10.3, Problem 10.4P

The state of strain at the point on the pin leaf has components of εx = 200(10−6), εy = 180(10−6), and γxy = −300(10−6). Use the strain transformation equations and determine the equivalent in-plane strains on an element oriented at an angle of θ = 60° counterclockwise from the original position, Sketch the deformed element due to these strains within the x-y plane.

*10−4. Solve Prob.10-3 for an element oriented θ = 30° clockwise.

Chapter 10.3, Problem 10.4P, The state of strain at the point on the pin leaf has components of x = 200(106), y = 180(106), and

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The state of strain at the point on the bracket has components Px = 350(10-6), Py = -860(10-6),gxy = 250(10-6). Use the strain transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of u = 45° clockwise from the original position. Sketch the deformed element within the x–y plane due to these strains.
The state of strain at the point on the pin leaf has components of ϵx=200(10−6)ϵx=200(10−6) , ϵy=180(10−6)ϵy=180(10−6) , and γxy=−300(10−6)γxy=−300(10−6) . (Figure 1) -Use the strain transformation equations and determine the normal strain in the xx direction on an element oriented at an angle of θ=−55∘θ=−55∘ clockwise from the original position. -Determine the shear strain along the xy plain Determine the normal strain in the y direction.
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Chapter 10 Solutions

Mechanics of Materials (10th Edition)

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