Current Attempt in Progress Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are S- 25 ksi, Sy- 6 ksi, and Sy- 17 ksi. (a) Draw Mohr's circle for this state of stress. (b) Determine the principal stresses (opl > o,2) and the maximum in-plane shear stress Tmax acting at the point. (c) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then show these stresses in an appropriate sketch (eg, see Figure 12.15 or Figure 12:16) Answers: ksi. Opl = ksi. ksi. Tmax = O, = i Attempts: 0 of 1 used Submit Answer Save for Later

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
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Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.3.18P: -18 through 7.3-22 An element in plane stress (see figure) is subjected to stresses o, a., and (a)...
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Current Attempt in Progress
Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and
vertical planes at the point are S- 25 ksi, Sy- 6 ksi, and Sy- 17 ksi.
(a) Draw Mohr's circle for this state of stress.
(b) Determine the principal stresses (opl > o22) and the maximum in-plane shear stress Tmax acting at the point
(c) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then
show these stresses in an appropriate sketch (eg, see Figure 12.15 or Figure 12.16)
Answers:
ksi.
Opl =
ksi.
ksi.
Tmax =
O, =
i
Attempts: 0 of 1 used
Submit Answer
Save for Later
Transcribed Image Text:Current Attempt in Progress Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are S- 25 ksi, Sy- 6 ksi, and Sy- 17 ksi. (a) Draw Mohr's circle for this state of stress. (b) Determine the principal stresses (opl > o22) and the maximum in-plane shear stress Tmax acting at the point (c) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then show these stresses in an appropriate sketch (eg, see Figure 12.15 or Figure 12.16) Answers: ksi. Opl = ksi. ksi. Tmax = O, = i Attempts: 0 of 1 used Submit Answer Save for Later
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