- Please Solve Part F Use Finite Element Method 1 (70.96 KiB) Viewed 17 times
X eyl 2500N 1 N/mm सि k = 20 N/mm 10 N.mm 5000mm 5000mm E = 2 x 105 MPa ; I % 3D 10 mm4
PLEASE SOLVE PART F USE FINITE ELEMENT METHOD
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PLEASE SOLVE PART F USE FINITE ELEMENT METHOD
PLEASE SOLVE PART F USE FINITE ELEMENT METHOD
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 eyl 2500N 1 N/mm सि k = 20 N/mm 10 N.mm 5000mm 5000mm E = 2 x 105 MPa ; I % 3D 10 mm4
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 eyl 2500N 1 N/mm सि k = 20 N/mm 10 N.mm 5000mm 5000mm E = 2 x 105 MPa ; I % 3D 10 mm4
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