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Determine the magnituc tude and derection of the principal voltages for the principal vóitages' for the...
SX= 204MPa SY= -12MPa 2. Figure 2 shows a tubular joint subjected to moment M and...
SX= 204MPa
SY= -12MPa
2. Figure 2 shows a tubular joint subjected to moment M and P. Due to these CLO4 loads, an element of the joint in xy plane ABCD has stress system shown in Figure 3. The values of the stresses are Oxx = SX , Oyy = SY, and Txy = 45 MPa. The values and units of measure for the stresses are as given in the data sheet. Construct Mohr's circle for the stress systems to...
Write a MATLAB function file with the function handle [S, Tm] = principal (Sxy) which takes...
Write a MATLAB function file with the function handle [S, Tm] = principal (Sxy) which takes a matrix input Sxy in the form xx Txy Txz] [Exz Tyz Ozz) and returns the principal stresses in vector form to the variable S and the maximum shear stress in scalar form to the variable Tm. You may find the roots function useful in your calculations. To verify that your function is working correctly, you can use the stress state and answer provided...
For the 3-D stress element below the normal stress in the z-direction is a principal stress....
For the 3-D stress element below the normal stress in the z-direction is a principal stress. 1) Sketch the 3-D Mohr's Circles and calculate the three Principal Stresses 01, 02, and 03 2) Calculate and show on the circles the Maximum Absolute Shear Stress Tabs,max Note: since the normal stress in the z-direction is a principal stress, you just need to find out if it is 01, 02, or 03 N 5 MPa 10 MPa x -5 MPa 5 MPa...
3. Figure shows a state of plane stress consists of normal stresses 60 MPa and Ly-40MPa;...
3. Figure shows a state of plane stress consists of normal stresses 60 MPa and Ly-40MPa; and unknown shear stress, The maximum principal stress was determined to be 104.34 MPa. Using Mohr's cirdle, determine a. the magnitude of the shear stress, b. the principal plane and the minimum principal stress. Then, sketch the element showing all stresses in its proper orientation, c. the maximum shear stress, associated normal stress and the orientation of the element. Then, sketch the element showing...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the p...
please help me solve this whole mechanical design
problem
thanks
Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...
The given State of Stress is provided, the stresses are as follows: • ox= 15 KSI...
The given State of Stress is provided, the stresses are as follows: • ox= 15 KSI oy= 10 KSI • txy = 8 KSI Part 1 - For the state of stress described above: A. Draw the Mohr's Circle B. Determine the Radius of the Circle C. Find the coordinate Ō of its center D. Principal Stresses Plot all results above on the Mohr's Circle created under part A. Part 2 - Determine the following: A. Maximum In-Plane Shear Stress...
with mohr circle method, without using formula [EAS152 -9 - Determine the equivalent state of stress...
with mohr circle method, without using formula
[EAS152 -9 - Determine the equivalent state of stress on an element at the same point for the following cases with respects to the element shown in Figure 7 using Mohr's circle. Tentukan tegasan sclara pada eleMien pada titik yong sama untuk kes-kes berikt terhadap elemen yang ditunjukkan dalam Rajah 7 mengguna kaedah bulatan Mohr the principal stress and the coresponding orientation. [a] tegasan utama dan arah putarannya [b] the maximum in-plane shear...
need solution for milestones A Q1 Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a...
need solution for milestones A Q1
Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...
SX= 204MPa
SY= -12MPa
2. Figure 2 shows a tubular joint subjected to moment M and P. Due to these CLO4 loads, an element of the joint in xy plane ABCD has stress system shown in Figure 3. The values of the stresses are Oxx = SX , Oyy = SY, and Txy = 45 MPa. The values and units of measure for the stresses are as given in the data sheet. Construct Mohr's circle for the stress systems to...
Write a MATLAB function file with the function handle [S, Tm] = principal (Sxy) which takes a matrix input Sxy in the form xx Txy Txz] [Exz Tyz Ozz) and returns the principal stresses in vector form to the variable S and the maximum shear stress in scalar form to the variable Tm. You may find the roots function useful in your calculations. To verify that your function is working correctly, you can use the stress state and answer provided...
For the 3-D stress element below the normal stress in the z-direction is a principal stress. 1) Sketch the 3-D Mohr's Circles and calculate the three Principal Stresses 01, 02, and 03 2) Calculate and show on the circles the Maximum Absolute Shear Stress Tabs,max Note: since the normal stress in the z-direction is a principal stress, you just need to find out if it is 01, 02, or 03 N 5 MPa 10 MPa x -5 MPa 5 MPa...
3. Figure shows a state of plane stress consists of normal stresses 60 MPa and Ly-40MPa; and unknown shear stress, The maximum principal stress was determined to be 104.34 MPa. Using Mohr's cirdle, determine a. the magnitude of the shear stress, b. the principal plane and the minimum principal stress. Then, sketch the element showing all stresses in its proper orientation, c. the maximum shear stress, associated normal stress and the orientation of the element. Then, sketch the element showing...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
40 M 45 MP 50 MPA - For the given state of stress, Part A: determine analytically (using stress transformation equations): 1) the principal planes. 2) the principal stresses. 3) Sketch the stress element for the above condition 4) the orientation of the planes of maximum in-plane shearing stress, 5) the maximum in-plane shearing stress and the corresponding normal stress. 6) Sketch the stress element for the above condition Part B: Only use Mohr's circle to determine 1) the principal...
please help me solve this whole mechanical design
problem
thanks
Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...
The given State of Stress is provided, the stresses are as follows: • ox= 15 KSI oy= 10 KSI • txy = 8 KSI Part 1 - For the state of stress described above: A. Draw the Mohr's Circle B. Determine the Radius of the Circle C. Find the coordinate Ō of its center D. Principal Stresses Plot all results above on the Mohr's Circle created under part A. Part 2 - Determine the following: A. Maximum In-Plane Shear Stress...
with mohr circle method, without using formula
[EAS152 -9 - Determine the equivalent state of stress on an element at the same point for the following cases with respects to the element shown in Figure 7 using Mohr's circle. Tentukan tegasan sclara pada eleMien pada titik yong sama untuk kes-kes berikt terhadap elemen yang ditunjukkan dalam Rajah 7 mengguna kaedah bulatan Mohr the principal stress and the coresponding orientation. [a] tegasan utama dan arah putarannya [b] the maximum in-plane shear...
need solution for milestones A Q1
Solid Mechanics 3 Assessment Task 1a - 2020 Milestone a Question 1. For each of the plane-stress conditions given below, construct a Mohr's circle of stress, find the principal stresses and the orientation of the principal axes relative to the xy axes and determine the stresses on an element, rotated in the x-y plane 60° counterclockwise from its original position: (a) dx = 200 MPa Oy - 300 MPa T .40 MPa (b) dx...
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