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. Assume that bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 4 are fixed. Elements 1, 2 and 3 have Young's Modulus of Ei=250 Pa, E2=100 Pa, E3=150 Pa. All elements have length of 1 m and cross-sectional area of 1.5 m². There is an applied external force acting at Node 2 of 20 N. 20 N Element 1 Element 2 Element 3 Node 2 Node 3 Node 1 Node 4
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. Assume that bars can only undergo translation in x (1 DOF at each node). Nodes 1 and 4 are fixed. Elements 1, 2 and 3 have Young's Modulus of Ei=250 Pa, E2=100 Pa, E3=150 Pa. All elements have length of 1 m and cross-sectional area of 1.5 m². There is an applied external force acting at Node 2 of 20 N. 20 N Element 1 Element 2 Element 3 Node 2 Node 3 Node 1 Node 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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