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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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**Text:**

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 E₁=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.

**Diagram Explanation:**

The diagram illustrates a system of three linearly connected bar elements, labeled as Element 1, Element 2, and Element 3. These elements are aligned horizontally and connected at three nodes labeled Node 1, Node 2, Node 3, and Node 4.

- **Node 1** is fixed and located at the leftmost end of the system, represented by a thick slanted line indicating restriction in movement.
- **Node 2** is where an external force of 20 N is applied in the positive x-direction, indicated by an arrow.
- **Node 3** connects Element 2 and Element 3.
- **Node 4** is also fixed, represented similarly to Node 1, and is located at the rightmost end.

Each element has a different Young's Modulus (E₁, E₂, E₃) and shares the same cross-sectional area and length.
Transcribed Image Text:**Text:** 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 E₁=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. **Diagram Explanation:** The diagram illustrates a system of three linearly connected bar elements, labeled as Element 1, Element 2, and Element 3. These elements are aligned horizontally and connected at three nodes labeled Node 1, Node 2, Node 3, and Node 4. - **Node 1** is fixed and located at the leftmost end of the system, represented by a thick slanted line indicating restriction in movement. - **Node 2** is where an external force of 20 N is applied in the positive x-direction, indicated by an arrow. - **Node 3** connects Element 2 and Element 3. - **Node 4** is also fixed, represented similarly to Node 1, and is located at the rightmost end. Each element has a different Young's Modulus (E₁, E₂, E₃) and shares the same cross-sectional area and length.
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