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Problem 3 [30ptPlanar(plate)-Finite Element For the planar element for thin plate with a uniform shear load...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical distributed load of P- 400 lb/in on the top edge. As a project engineer, it is your job to determine the resulting stresses and deformations in the plate. The plate is 7/16 inch thick. 5) Using Solidworks MCAE software, explain how you would develop the solid model for the part. Include all appropriate commands. Using Solidwords Simulation, show how Finite Element Analysis can be...
finite element method OP QUESTION 1 (20 Marks) Calculation question (a)In a thin loaded plate shown...
finite element method
OP QUESTION 1 (20 Marks) Calculation question (a)In a thin loaded plate shown in Figure 1, an area originally bounded by ABCD deformed to A', B', C' and D' upon loading. Estimate the strains,Exx, Eyy and Ey, and stresses, ox, Oyy and oxy of the element. Given that: E= 200 GPa and v 0.28. (10 Marks) All units are in mm Y 1 C (0,008,1.002) D 1,1) ko,1) B (1.005,0.002) A' (0.002,0.001) A X (0,0) (1,0) Figure...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed. Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of m. Element 2 has Young's Modulus of 200...
Problem 3: 10 points St Frame ABCDE is subjected to the loading shown. A flaw in...
Problem 3: 10 points St Frame ABCDE is subjected to the loading shown. A flaw in the material has been detected at point F, located at 2 in up from the bottom of the 1000 lb horizontal beam. 3 Beam CDE Cross Section 149 A. Determine the normal and shear stress at F. E Must include a FBD showing V,N and M. B. Show all stresses acting on F using the element below. 14 in 20
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...
The plate shown below is made of 1040 tool steel. It is subjected to a vertical distributed load of P- 400 lb/in on the top edge. As a project engineer, it is your job to determine the resulting stresses and deformations in the plate. The plate is 7/16 inch thick. 5) Using Solidworks MCAE software, explain how you would develop the solid model for the part. Include all appropriate commands. Using Solidwords Simulation, show how Finite Element Analysis can be...
finite element method
OP QUESTION 1 (20 Marks) Calculation question (a)In a thin loaded plate shown in Figure 1, an area originally bounded by ABCD deformed to A', B', C' and D' upon loading. Estimate the strains,Exx, Eyy and Ey, and stresses, ox, Oyy and oxy of the element. Given that: E= 200 GPa and v 0.28. (10 Marks) All units are in mm Y 1 C (0,008,1.002) D 1,1) ko,1) B (1.005,0.002) A' (0.002,0.001) A X (0,0) (1,0) Figure...
Problem 3. (3 points). Determine the nodal displacements and reaction forces using the finite element direct method for the 1-D bar elements connected as shown below. Do not rename the nodes or elements when solving. Assume that the bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 3 are fixed. Element 1 has Young's Modulus of 300 Pa, length of 1 m and cross-sectional area of m. Element 2 has Young's Modulus of 200...
Problem 3: 10 points St Frame ABCDE is subjected to the loading shown. A flaw in the material has been detected at point F, located at 2 in up from the bottom of the 1000 lb horizontal beam. 3 Beam CDE Cross Section 149 A. Determine the normal and shear stress at F. E Must include a FBD showing V,N and M. B. Show all stresses acting on F using the element below. 14 in 20
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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