3- For the plane truss with an inclined support shown below, solve for the nodal displacements and element stresses in the bars. Let A = 2 in², E = 30 x 10 psi, and L = 30 in. fr L 2 0-0 ********* 2000 lb
3- For the plane truss with an inclined support shown below, solve for the nodal displacements and element stresses in the bars. Let A = 2 in², E = 30 x 10 psi, and L = 30 in. fr L 2 0-0 ********* 2000 lb
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:**Problem Statement:**
For the plane truss with an inclined support shown below, solve for the nodal displacements and element stresses in the bars. Let \( A = 2 \, \text{in}^2 \), \( E = 30 \times 10^6 \, \text{psi} \), and \( L = 30 \, \text{in} \).
**Diagram Explanation:**
The diagram illustrates a simple truss system with three nodes (1, 2, and 3) and two members (bars) of equal length \( L \). Node 1 is located at the bottom left and is connected to an inclined support, which provides resistance to movement. Node 2 is located at the top right and has a vertical external load of 2000 lb applied in the downward direction. Node 3 is located on the vertical member to the left, where another horizontal member extends to Node 2.
- **Node Details:**
- Node 1: The foundation is fixed, preventing any displacement in the horizontal or vertical directions.
- Node 2: Connected to Node 1 and Node 3, subjected to a vertical 2000 lb load.
- Node 3: The topmost node, supported horizontally on the left side.
The task is to calculate the displacements and stresses using the given parameters.
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