Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear if the cross section is
Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear if the cross section is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear if the cross section is a wide flange. Take E=200Gpa, I=150(10^6)mm^4, G=75Gpa, and assume AC has a cross section web area of A=2.50(10^3)mm^2. Use the method of virtual work

Transcribed Image Text:### Engineering Mechanics: Beam Problems and Analysis
#### Problem 8-34
Determine the slope and displacement at point \( B \). Assume the support at \( A \) is a pin and \( C \) is a roller. Given:
- Modulus of Elasticity, \( E = 200 \, \text{GPa} \)
- Moment of Inertia, \( I = 150 \times 10^6 \, \text{mm}^4 \)
Use the method of virtual work.
#### Problem 8-35
Solve Problem 8-34 using Castigliano’s theorem.
#### Problem 8-36
Determine the slope and displacement at point \( B \). Assume the support at \( A \) is a pin and \( C \) is a roller. Consider additional strain energy due to shear if the cross-section is a wide flange. Given:
- Modulus of Elasticity, \( E = 200 \, \text{GPa} \)
- Moment of Inertia, \( I = 150 \times 10^6 \, \text{mm}^4 \)
- Shear Modulus, \( G = 75 \, \text{GPa} \)
- Cross-sectional web area, \( A = 2.5 \times 10^3 \, \text{mm}^2 \)
Use the method of virtual work.
---
#### Problem 8-39
Use the method of virtual work to find the displacement of point \( C \) of the beam. Given:
- Modulus of Elasticity, \( E = 29 \times 10^6 \, \text{ksi} \)
- Moment of Inertia, \( I = 245 \, \text{in}^4 \)
#### Problem 8-40
Use the method of virtual work to find the slope at point \( A \) of the beam made of:
- Moment of Inertia, \( I = 245 \, \text{in}^4 \)
#### Problem 8-41
Solve Problem 8-40 using Castigliano’s theorem.
---
### Diagram Explanation
In both diagrams:
1. **First Diagram:**
- A simply supported beam \( AC \) is shown with a uniformly distributed load of \( 16 \, \text{kN/m} \).
- Supports are located at \( A \) (pin)
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