Current Attempt in ProgressConsider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal andvertical 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. Thenshow these stresses in an appropriate sketch (eg, see Figure 12.15 or Figure 12.16)Answers:ksi.Opl =ksi.ksi.Tmax =O, =iAttempts: 0 of 1 usedSubmit AnswerSave for Later

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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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=600 psi, Sy = 2900 psi, and S 790 psi. (a) Draw Mohr's circle for this state of stress. (b) Determine the principal stresses and the maximum in-plane shear stress acting at the point. (c) Show these stresses on an appropriate sketch (e.g, see Fig. 12.15 or Fig. 12.16) (d) Determine the absolute maximum shear stress at the point. Sy Part 1 Calculate the average normal stress and determine the radius of Mohr's Circle. Then draw Mohr's Circle for this state of stress. Answer: psi R = psi
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, 2750 psi, S, = 1100 psi, and Sy 1950 psi. Assume ß - 53°. (a) Draw Mohr's circle for this state of stress. %3D (b) Determine the principal stresses and the maximum in-plane shear stress acting at the point. Show these stresses on an appropriate sketch (e.g., see Fig. 12.15 or Fig. 12.16). (c) Determine the normal and shear stresses on the indicated plane and show these stresses on a sketch. (d) Determine the absolute maximum shear stress at the point. Sxy Answer: (a) Draw Mohr's Circle for this state of stress. (b) op1- psi Op2 - psi Tmax in-plane psi (c) on psi Tnt psi (d) Tabs max psi eTextbook and Media
At a point in a stressed body, the known stresses are o, = 42MPA (T), o, = 16 MPa (C), o, = 22 MPa (T), ETry = 40 MPa, Tyz 0, and Tex = 27 MPa. Determine (a) the normal and shear stresses on a plane whose outward normal is oriented at angles of 38° 77°, and 55.03° with the x, y, and z axes respectively. (b) the principal stresses and the absolute maximum shear stress at the point. Answers: (a) on = i MPa Tnt = MPa (b) Opl = i MPa Op2 = i MPa Op3 = i MPа Tabs max = i MPa
An element in plane stress is subjected to stresses o, = -60 MPa, o , = -40MPA, and Ty = 35MPA, as shown in Fig. a. (1) Determine the principal stresses and show them on a sketch of a properly oriented element; (2) Determine the maximum shear stresses; (3) Sketch the circular relationship of transformed stresses. | 40 MPa 35 MPa 60 MPa
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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 Sx = 12 ksi, Sy = 17 ksi, and Sxy = 18 ksi.(a) Draw Mohr’s circle for this state of stress.(b) Determine the principal stresses (σp1>σp2σp1>σp2) and the maximum in-plane shear stress τmaxτmax acting at the point.(c) Find the smallest rotation angle θpθp (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then show these stresses in an appropriate sketch (e.g., see Figure 12.15 or Figure 12.16)
Question 3 of 15 View Pollcies Current Attempt in Progress Consider a polnt 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, -39 MPa. 5,- 17 MPa, and Sy-31 MPa. (a) Determine the prindpal stresses (op1 > Op2) and the maximum in-plane shear stress Tmax acting at the point. (b) Find the smallest rotation angle 0, (counterdockwise is positive, dockwise Is negative) that will rotate to principal directions. Then show these stres ses in an appropriate sketch (eg. see Figure 12.15 or Figure 12.16) Answers: MPa. MPa. MPa Toas = 0, = Attempts: 0 of 1 used Submit Anwer SaIL FOr Latu
PLEASE ANSWER ASAP THANK YOU
O Solve two problems on statically indeterminate structures(strain energy method), two on thin wall pressure vessels(1-sphere and 2-cylinder), and one on thick wall cylinder, given below. A steel cylinder is 160 mm ID and 320 mm OD. If it is subject to an internal pressure of 150 MPa, determine the radial and tangential stress. Determine the maximum shear stress in the cylinder. Assume it has closed ends.
Answer the problem with detailed step by step solution refer to the table of equations when answering the problem.
i need the answer quickly
Investigate which problem can be solved by the two-dimensional stress distribution o11 = Ax,x2; 012 = B + Cx3; 022 = 0, where A, B and C are constants, in the absence of body forces. Assume a rectangular solid defined by 0 < xsl and -h < x2 < h with l » h. Explicitly determine the required constants A, B and C to solve the problem.

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