2. For the structure shown below. Beam ABC is a rigid beam of 10000 lbs in weight. Assume that rods DB and CE are elastic-perfectly plastic materials and take Young's Modulus E = 30 x 106 psi, cross-section area A = 4 in², Coefficient of thermal expansion a = 6.4 x106/F, Yield Strength oy = 20,000 psi. 2 ft B 2 ft Eft 2 ft E P A. What is the force in rod DB if the external force P = 20000 lbs is applied?

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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**Problem 2: Structural Analysis**

**Description:**

For the structure shown below, Beam ABC is a rigid beam weighing 10,000 lbs. The rods DB and CE are assumed to be elastic-perfectly plastic materials.

**Given:**
- Young’s Modulus, \( E = 30 \times 10^6 \text{ psi} \)
- Cross-section area, \( A = 4 \text{ in}^2 \)
- Coefficient of thermal expansion, \( \alpha = 6.4 \times 10^{-6} \text{ /°F} \)
- Yield Strength, \( \sigma_y = 20,000 \text{ psi} \)

**Diagram Explanation:**

The diagram illustrates a rigid beam ABC supported by a rod at D and a rod at E. The beam is fixed at point A. 
- Rod DB is vertical and 2 ft long.
- Rod CE is vertical and 2 ft long as well.
- The beam spans horizontally: 2 ft from A to B, 4 ft from B to C.
- An external force \( P = 20,000 \) lbs is applied vertically downward at point C. 

**Questions:**

**A.** What is the force in rod DB if the external force \( P = 20,000 \) lbs is applied?

**B.** What is the maximum external load \( P \) that could be applied to the rigid beam before the structure collapses?
Transcribed Image Text:**Problem 2: Structural Analysis** **Description:** For the structure shown below, Beam ABC is a rigid beam weighing 10,000 lbs. The rods DB and CE are assumed to be elastic-perfectly plastic materials. **Given:** - Young’s Modulus, \( E = 30 \times 10^6 \text{ psi} \) - Cross-section area, \( A = 4 \text{ in}^2 \) - Coefficient of thermal expansion, \( \alpha = 6.4 \times 10^{-6} \text{ /°F} \) - Yield Strength, \( \sigma_y = 20,000 \text{ psi} \) **Diagram Explanation:** The diagram illustrates a rigid beam ABC supported by a rod at D and a rod at E. The beam is fixed at point A. - Rod DB is vertical and 2 ft long. - Rod CE is vertical and 2 ft long as well. - The beam spans horizontally: 2 ft from A to B, 4 ft from B to C. - An external force \( P = 20,000 \) lbs is applied vertically downward at point C. **Questions:** **A.** What is the force in rod DB if the external force \( P = 20,000 \) lbs is applied? **B.** What is the maximum external load \( P \) that could be applied to the rigid beam before the structure collapses?
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