PRINT REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE
SYSTEM
NODE FX FY FZ
1 -21053. 0.0000 0.0000
3 -78947. 0.0000 0.0000
TOTAL VALUES
VALUE -0.10000E+06 0.0000 0.0000
PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL
COORDINATE SYSTEM
NODE UX UY UZ USUM
1 0.0000 0.0000 0.0000 0.0000
2 0.87719E-01 0.0000 0.0000 0.87719E-01
3 0.0000 0.0000 0.0000 0.0000
MAXIMUM ABSOLUTE VALUES
NODE 2 0 0 2
VALUE 0.87719E-01 0.0000 0.0000 0.87719E-01
The Finite Element question below need to be solved using ANSYS Workbench. Kindly solve and provide...
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 1 m2. Element 2 has Young's Modulus of 200 Pa, length of 2...
USE ANSYS (no hands calculations) Solve example Problem #1.1 of your book for 8 elements using ANSYS. i. Determine ui, uz, u3, 44, u5, 46, uz, us and u ii. Stress in the element 1, 2, 3, 4, 5, 6, 7 and 8 Example 1.1 Approximating how much the bar will deflect at various points along its length when it is subjected to the load P. In order to obtain numerical values of the nodal displacements, let us assume that...
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...
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Solve all problems using the finite element stiffness method. For the beams shown in Figure P4- 21 determine the nodal displacements and slopes, the forces in each element, and the reactions. 2000 lb/ft E = 29 x 106 psi I = 200 in. - 15 ft 15 ft — Figure P4-21
Solve all problems using the finite element stiffness method. For the rigid frame shown in Figure P5-4, determine (1) the nodal displacements and rotation at node 4, (2) the reactions, and (3) the forces in each element. Then check equilibrium at node 4 Finally, draw the shear force and bending moment diagrams for each element. Let E 30x 103 ksi, A 8 in2, and I 800 in.4 for all elements. 20 kip 25 ft 25 ft 40 ft Figure P5-4...
Solve the two problems below using the finite element method with Euler-Bernoulli beam element. 2) Assume a simply supported beam of length 1 m subjected to a uniformly distributed load along its length of 100 N/cm. The modulus of elasticity is 207 GPa. The beam is of rectangular cross-section with a width equal to 0.01 m and a depth equal to 0.02 m. Using only one beam element, determine the deflection and maximum stress at midspan. Solve the two problems...
Q2 (a) (0) Explain what is meant by interpolation in the Finite Element Method and why it is used (3 marks) What is a shape function? (3 marks) PLEASE TURN OVER 16363,16367 Page 2 of 3 0.2 (a) (Continued) (iii) For an isoparametric element, explain the relationship between shape functions, the geometry of the element and the shape the loaded element will deform to. (3 marks) (iv) Describe the relationship between structural equilibrium and the minimum potential energy state. (3...
finite element methods question. I need the answer immediately pls help Question 2) 50 Points: Consider a truss structure that is built 300 N from two identical truss elements. For the truss elements, the modulus of elasticity is E = 69 GPa, and the cross-section area is A = 968 mm². Assume that the origin (0,0) is at Node 1 and C (2000) elements 1 and 2 are connected as 1-3 and 3-2, respectively. 500N Considering the forces 300 N...