Problem 1) Provide the numerical answers according to the positive sign convention. 3 3 200 Ib/ft 7' 800 lb В 4 B 4 7' Positive Sign Convention for Moments A 5' 5' 1. What is the moment in member 1 at joint A (in Ib-ft)? 2. What is the moment in member 1 at joint B (in Ib-ft)? 3. What is the moment in member 2 at joint B (in Ib-ft)? 4. What is the moment in member 2 at joint C (in Ib-ft)? 5. What is the moment in member 3 at joint C (in Ib-ft)? What is the moment in member 3 at joint D (in Ib-ft)? 7. What is the moment in member 4 at joint B (in Ib-ft)? 8. What is the moment in member 4 at joint E (in Ib-ft)? 6.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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**Problem 1**

Provide the numerical answers according to the positive sign convention.

**Diagram Explanation:**

The diagram consists of two main parts:

1. **Structural System:**

   - A vertical beam (member 1) extends from point A to point B with a height of 14 feet and is fixed at point A. It has a uniformly distributed load of 200 lb/ft acting between points C and B (7 feet section). The beam continues horizontally as member 2 from point B to point C (5 feet) and then as member 3 from point C to point D (an additional 5 feet). There is a roller support at point D. Member 4 extends horizontally from point B to point E (5 feet) with a concentrated load of 800 lb at point B.

2. **Moment Sign Convention:**

   - Red curved arrows in the diagram indicate the positive sign direction for moments around various joints for each member. Members are labeled numerically, with moment directions shown at joints B, C, D (for member 3), and E (for member 4).

**Questions:**

1. What is the moment in member 1 at joint A (in lb-ft)?
2. What is the moment in member 1 at joint B (in lb-ft)?
3. What is the moment in member 2 at joint B (in lb-ft)?
4. What is the moment in member 2 at joint C (in lb-ft)?
5. What is the moment in member 3 at joint C (in lb-ft)?
6. What is the moment in member 3 at joint D (in lb-ft)?
7. What is the moment in member 4 at joint B (in lb-ft)?
8. What is the moment in member 4 at joint E (in lb-ft)?
Transcribed Image Text:**Problem 1** Provide the numerical answers according to the positive sign convention. **Diagram Explanation:** The diagram consists of two main parts: 1. **Structural System:** - A vertical beam (member 1) extends from point A to point B with a height of 14 feet and is fixed at point A. It has a uniformly distributed load of 200 lb/ft acting between points C and B (7 feet section). The beam continues horizontally as member 2 from point B to point C (5 feet) and then as member 3 from point C to point D (an additional 5 feet). There is a roller support at point D. Member 4 extends horizontally from point B to point E (5 feet) with a concentrated load of 800 lb at point B. 2. **Moment Sign Convention:** - Red curved arrows in the diagram indicate the positive sign direction for moments around various joints for each member. Members are labeled numerically, with moment directions shown at joints B, C, D (for member 3), and E (for member 4). **Questions:** 1. What is the moment in member 1 at joint A (in lb-ft)? 2. What is the moment in member 1 at joint B (in lb-ft)? 3. What is the moment in member 2 at joint B (in lb-ft)? 4. What is the moment in member 2 at joint C (in lb-ft)? 5. What is the moment in member 3 at joint C (in lb-ft)? 6. What is the moment in member 3 at joint D (in lb-ft)? 7. What is the moment in member 4 at joint B (in lb-ft)? 8. What is the moment in member 4 at joint E (in lb-ft)?
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