Problem 10. Determine (a) the principal stresses (b) the maximum in-plane shear stress and associated average normal stress for the state of stress below. Specify the orientation of the element in each case. 20 MPa 80 MPa 30 MPa
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- 3. For the state of stress shown below, calculate the principal stresses and maximum shear stress. 60 MPa Txy = 20 MPa 90 mlaDetermine (a) the principal stresses and (b) the maximum in-plane shear stress and average normal stress. Specify the orientation of the element in each case. Solve Part A and B above using both of the following approaches: 。 Using the equations discussed during lecture • Using Mohr's Circle. Hint: Remember to sketch the results on a stress element to communicate the orientation of the element for Parts A & B. 20 MPa 40 MPa 100 MPaProblem 1: Given the 2D states of plane stress below, determine the principal stresses (0₁, 0₂) and the maximum shear stress (Tmax). Show your work. ox ºy Txy 90 MPa -30 MPa 15 MPa 90 MPa 180 MPa 60 MPa 0 MPa -40 MPa 120 MPa 01 02 03 Tmax
- Please full solution with the drawing. Big and clear handwritingjust part c, pleaseThe thickness of the bracket is 0.75 in. Draw a neat Mohr's circle 3 kips for the state of stress at point K, and use the Mohr's circle to determine 30 K. 2.5 in. (a) the principal stresses at K, (b) the maximum in-plane shear stress and average normal 2 in. 5 in: stress at K. Sketch the answers on correctly rotated elements.
- Please find attached question.Consider the 2-D state of stress shown below. Using the provided scales graph the Mohr's Circle for the 2-D state of stress with “full" details II-Obtain the Principal Stresses, the Maximum Shear Stress, and complete the table below III- Draw the Planes of Principal and Maximum Shear Stresses in the space provided below Provide "full" details and Use 3 Sig. Fig. in this problem Oy = 15 Ksi Tcw > S y Ox =10 Ksi Тух 5 Ksi 10 5 -20 -15 -10 5 10 15 20 5 10 Tccw > S' O Avg. TMax. 01 02 Op1Mohr's Circle The major and minor principal stresses acting at a point are 80 psi compression and 20 psi tension. (a) Draw the Mohr's circle for this stress combination. (b) What is the maximum shear stress acting at the point, and what value of normal stress acts on the plane? (c) Determine the value of the shear and normal stress acting on a plane that is 30° from the major principal plane. kindly answer the following with a complete solution so that i can understand how to solve it. thank you
- Problem 2: For the shaft shown below, determine the normal and shear stresses acting on the element located at point A, including stress concentrations. Then draw the stress element at A with the applied stresses and determine the three principal stress (0₁, 02 and, 03) using Mohr's circle. r= 0.0042 m, d = 0.03 m, D = 0.033 m, T= 250 Nm P = 1500 N, M = 300 Nm, A M T J.C₁ P r M T Di dplease solve with all stepsFor the plane stress state shown: (a) Determine the principal stresses and show them on a properly oriented element. For this part, use the transformation equations only and not Mohr's circle. (b) Repeat part (a) using Mohr's circle. (c) Determine the maximum shear stress and show the complete state of stress on a properly oriented element containing this maximum shear stress. 25 kpsi 15 kpsi 12 kpsi X