PART F
- Use Finite Element Method Solve Exercise In Details Especially Part F 1 (70.96 KiB) Viewed 23 times
↑ ·X 1 N/mm 5000 mm E = 2 × 105 MPa ; I = 106 N.mm 10⁹ mm 4 5000 mm 2500 N k = 20 N/mm
USE FINITE ELEMENT METHOD,SOLVE EXERCISE IN DETAILS,ESPECIALLY PART F
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USE FINITE ELEMENT METHOD,SOLVE EXERCISE IN DETAILS,ESPECIALLY PART F
USE FINITE ELEMENT METHOD,SOLVE EXERCISE IN DETAILS,ESPECIALLY
PART F
Part III: Use the minimum number of two cubic approximation beam elements to analyze the following structure. In particular, give: a. The elementary finite element model of each element; b. The assembled stiffness matrix and force vector; c. The condensed matrix equations for the primary unknowns (deflections and slopes); d. The condensed matrix equations for the generalized forces; e. Calculate the displacements and reactions on each node; f. Calculate the deflection of the point at 2500 mm from the clamped end.
↑ ·X 1 N/mm 5000 mm E = 2 × 105 MPa ; I = 106 N.mm 10⁹ mm 4 5000 mm 2500 N k = 20 N/mm
PART F
Part III: Use the minimum number of two cubic approximation beam elements to analyze the following structure. In particular, give: a. The elementary finite element model of each element; b. The assembled stiffness matrix and force vector; c. The condensed matrix equations for the primary unknowns (deflections and slopes); d. The condensed matrix equations for the generalized forces; e. Calculate the displacements and reactions on each node; f. Calculate the deflection of the point at 2500 mm from the clamped end.
↑ ·X 1 N/mm 5000 mm E = 2 × 105 MPa ; I = 106 N.mm 10⁹ mm 4 5000 mm 2500 N k = 20 N/mm
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