Problem 4.4 - Find the reactions at supports A and B. The weight of undummmmmmfun the rod is negligible. 5 +4 ft mā…………… A ------ 1 -4 ft 3 kip m/mgmmmmmm -4 ft- B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**Problem 4.4** - Find the reactions at supports A and B. The weight of the rod is negligible.

**Diagram Explanation:**

The image depicts a mechanical problem involving a right-angle rod supported at two points: A and B. 

- **Support A**: This is a fixed support located at the top left of the diagram. It is 5 feet vertically above the horizontal section of the rod.
- **Support B**: This is a roller support found on the right end of the horizontal section of the rod.

A downward force of 3 kips is acting vertically downward on the horizontal section of the rod, placed symmetrically between the supports, 4 feet from each side. 

**Key Measurements**:
- Vertical section from support A: 5 feet.
- Horizontal section of the rod: the total length is 12 feet, divided into three segments of 4 feet each.

The objective is to determine the reaction forces at supports A and B, needed to maintain equilibrium, given the negligible weight of the rod itself.
Transcribed Image Text:**Problem 4.4** - Find the reactions at supports A and B. The weight of the rod is negligible. **Diagram Explanation:** The image depicts a mechanical problem involving a right-angle rod supported at two points: A and B. - **Support A**: This is a fixed support located at the top left of the diagram. It is 5 feet vertically above the horizontal section of the rod. - **Support B**: This is a roller support found on the right end of the horizontal section of the rod. A downward force of 3 kips is acting vertically downward on the horizontal section of the rod, placed symmetrically between the supports, 4 feet from each side. **Key Measurements**: - Vertical section from support A: 5 feet. - Horizontal section of the rod: the total length is 12 feet, divided into three segments of 4 feet each. The objective is to determine the reaction forces at supports A and B, needed to maintain equilibrium, given the negligible weight of the rod itself.
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