Sketch Mohrt's circle for the following state of stressσx = 30 MPa, σy = -50 MPa and Txy = 45 MPa|Determine the following values from the Mohr's circle in the previous problem|Ocenter:Radius:MPaMPaMPa01:02:MPaMPaTin-plane maxσ

Answered: Image /qna-images/answer/2310acad-7edf-4ea6-8aa5-d2737241b3e9.jpg

Answered: Sketch Mohrt's circle for the following…

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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Determine the equivalent state of stress on an element at the same point oriented 60° clockwise with respect to the element shown in the figure below. Suppose that 0₁ = 155 MPa, oy = 100 MPa. Solve the problem using Mohr's circle. (Figure 1) Figure 10 y 5 K 75 MPa 1 of 1 >> Ús Part A Determine the normal stress Express your answer to three significant figures and include the appropriate units. 0 = Submit Part B 0 μA Value Request Answer ↑ Units Determine the normal stress our Express your answer to three significant figures and include the appropriate units. t ? ?
The state of stress at a point is oy= -10 kpsi, oy=10 kpsi, oz=-20 kpsi, Tyv=5 kpsi, Tyz= 2 kpsi, and Tzx= -20 kpsi. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. What is the maximum shear stress for this case? The maximum shear stress is kpsi.
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 Draw the Planes of Principal and Maximum Shear Stresses Provide "full" details and Use 3 Sig. Fig. in this problem Oy = 15 Ksi Tcw → S Txy= -5 ksi Ox = 10 Ksi Tyx = 5 Ksi 10 5 -20 -10 5 10 15 20 5 10 Tccw → S'
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 Op1
For the stresses given with the cube below: 1. Compute the center, radius (R), principal normal stresses (0₁ and 03), and max shear stress (Tmax) 2. Draw the Mohr's circle. 3. The yield point stress (0yp) is 6 kPa. Determine if the material will fail under stresses shown using Tresca's Hexagon. ay = 5 Element न Txy = 3 σx =
A simple rod acted by fluctuating axial force produced a fluctuating stresses as „Sigma_min= - 500MPA, Sigma_max using mod-Goodman were applicable, answer Q6- Q7 100MPA (Sy = 400MPA, Sut = 600MPA) The equivalent fully reversed stress is
Consider the following plane stress state: Ox=30 MPa, y= -60 MPa, Txy= 30 MPa cw Calculate the following: 1. The coordinates of the center of the Mohr's circle C The location of the center of the Mohr's circle Cis ( 2. Principal normal stresses (01, 02) The principal normal stresses are σ₁ = 39.08 3. Maximum shear stress (7) The maximum shear stress is 54.08 MPa. 4. The angle from the x axis to 0₁ (p) The angle from the x axis to 0₁ (p) is -16.85 5. The angle from the x axis to 7 (s) The angle from the x axis to T (s) is 28.15 6. The radius of the Mohr's circle The radius of the Mohr's circle is 54.08. ✰ MPa. MPa and 02 = -69.08 MPa. O -15 MPa, CW CCW O MPa).
the state of stress at a point can be described by óx=36 MPa and Txy= 17MPa a second coordinate system is rotated by theta35 degrees What is the normal stress in the direction of the x' axis what is the shear stress in the y'-direction for the faces with a normal in the x'-direction what is the normal stress in the direction of the y'-axis
Draw and stress tensonr with the following characteristics The stress cube visualization at point A would depict the normal stress (σ_x) acting on two opposite faces and the shear stress (τ_xy) acting tangentially on the four sides associated with torsion.
At a point in the cross-section of an engineering component an element is subject to the following stresses: σx =100MPa σy =45MPa τxy = -50MPa Construct a Mohr’s Stress Circle and hence determine: (a) The Principal Stresses (σ1 & σ2) and the Directions of the Principal Planes (φ1 & φ2) (b) The Maximum Shear Stress (τmax) (c) Find the Normal Stress (σn) acting on a plane at 40 degs anticlockwise from the y-axis
Derive the relationship between critical resolved shear stress and disloca- tion density given below Terss = To + AVPD
For the stresses given with the cube below: 1. Compute the center, radius (R), principal normal stresses (0₁ and 03), max shear stress (Tmax) and draw the Mohr's Circle. 2. Compute the normal and shear stresses when the cube is rotated 20° clockwise from the horizontal plane and draw them on the cube. 3. The yield point stress (σyp) is 6 kPa. Determine if the material will fail under stresses shown using Tresca's Hexagon. вкра акра 6 экра 8 кра экра 4кра

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Sketch Mohrt's circle for the following state of stress σx = 30 MPa, σy = -50 MPa and Txy = 45 MPa| Determine the following values from the Mohr's circle in the previous problem| Ocenter: Radius: MPa MPa MPa 01: 02: MPa MPa Tin-plane max σ