technically, one question with multiple parts Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal andvertical planes at the point are shown. Assume stress magnitudes of Sx = 135 ksi, Sy = 15 ksi, and Sxy = 14 ksi.SxySConstruct Mohr's circle for this state of stress on paper and use the results to answer the questions in the subsequent parts of thisGO exercise. Part 6(a) Determine the magnitude of the maximum in-plane shear stress.(b) Determine the normal stress that acts on planes of maximum in-plane shear stress. Give the stress value including sign if any.Answers:(a) Taax = 1ksi.(b) Ggve =ksi.Save for LaterAttempts: 0 of 1 usedSubmit AnswerPart 7To determine the normal and shear stresses on the indicated plane, we must first determine the orientation of the inclined planerelative to the x face of the stress element. Determine the magnitude of the clockwise angle (/ between the x face and the inclinedplane.Assume Sx = 135 ksi, Sy= 15 ksi, and Syy = 14 ksi.Answer:0 =iSave for LaterAttempts: 0 of 1 usedSubmit AnswerPart 8For Mohr's circle, all angular measures are doubled; therefore, point n (which represents the state of stress on the n plane) onMohr's circle is rotated 20 clockwise from pointx. From the Mohr's circle that you constructed on a piece of paper, determine theacute central angle ß between point nand the principal stress ,2.Answer: 8 =Save for LaterAttempts: 0 of 1 usedSubmit Answer

Answered: Image /qna-images/answer/4fca4e77-84d9-4a61-af5a-8f79c1e4e475.jpg

(a) Determine the magnitude of the maximum in-plane shear stress. (b) Determine the normal stress that acts on planes of maximum in-plane shear stress. Give the stress value including sign if any. Answers: (a) Fanas ksi. (b) Gave ksi. Attempts: 0 of 1 used Submit Answer Save for Later art 7 To determine the normal and shear stresses on the indicated plane, we must first determine the orientation of the inclined plane relative to the x face of the stress element. Determine the magnitude of the clockwise angle ( between the x face and the inclined plane. Assume S. 135 ksi, S, = 15 ksi, and Say 14 ksi. Answer:0 = Save for Later Attempts: 0 of 1 used Submit Answer art 8 For Mohr's circle, all angular measures are doubled; therefore, point n (which represents the state of stress on the n plane) on Mohr's circle is rotated 20 clockwise from pointx. From the Mohr's circle that you constructed on a piece of paper, determine the acute central angle i between point n and the principal stress a,2. Answer: ß = 1

(a) Determine the magnitude of the maximum in-plane shear stress. (b) Determine the normal stress that acts on planes of maximum in-plane shear stress. Give the stress value including sign if any. Answers: (a) Fanas ksi. (b) Gave ksi. Attempts: 0 of 1 used Submit Answer Save for Later art 7 To determine the normal and shear stresses on the indicated plane, we must first determine the orientation of the inclined plane relative to the x face of the stress element. Determine the magnitude of the clockwise angle ( between the x face and the inclined plane. Assume S. 135 ksi, S, = 15 ksi, and Say 14 ksi. Answer:0 = Save for Later Attempts: 0 of 1 used Submit Answer art 8 For Mohr's circle, all angular measures are doubled; therefore, point n (which represents the state of stress on the n plane) on Mohr's circle is rotated 20 clockwise from pointx. From the Mohr's circle that you constructed on a piece of paper, determine the acute central angle i between point n and the principal stress a,2. Answer: ß = 1

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.2.27P: -27 A square plate with side dimension of 2 in. is subjected to compressive stress a and tensile...

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-27 A square plate with side dimension of 2 in. is subjected to compressive stress a and tensile stress The stresses on element A oriented at angle ?? x1=45° aresy1= 75 psi. tx1y1= 275 psi. . Find the state of stress on the element lilt is rotated clockwise to align the x3 axis with the horizontal x axis.
The stresses acting on an element are x= 750 psi, y= 600 psi, and xy = 400 psi. Determine the principal stresses and show them on a sketch of a properly oriented element.
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Can you help me with this problem, please: At a material point in plane stress it is known that the hydrostatic component of the stress is 15 ksi and that the second stress invariant is 30 ksi. Determine the magnitude of the principal stresses and the maximum shear stress.
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The state of stress at a point can be described by σx = 40 MPa , σy = 64 MPa , and τxy = 18 MPa . A second coordinate system is rotated by θ = 25 ∘ A) What is the normal stress in the direction of the x′-axis? B) What is the shear stress in the y′-direction for the faces with a normal in the x′-direction? C) What is the normal stress in the direction of the y′-axis?