PROBLEM 4.35 4.36 Calculate the reaction at each support for the truss shown. Neglect the weight of the truss. 12 kips # 15'-0" 20 kips 15'-0" 15'-0" 10 kips- 15'-0" 15-0

Elements Of Electromagnetics
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calculate the reaction at each support for the truss shown. neglect the weight of the truss.

**Problem 4.36**

**Calculate the reaction at each support for the truss shown. Neglect the weight of the truss.**

**Diagram Explanation:**
The image shows a truss structure supported at two points (A and B). The truss is influenced by various forces:

- There are horizontal forces of 20 kips to the left at point A and 10 kips to the right at point B.
- A vertical force of 12 kips is applied downward at the center of the truss.
- Another vertical force of 8 kips is applied downward, located between the center and point B.

**Dimensions:**
- The total length of the truss is 60 feet.
- The truss is divided into four equal sections of 15 feet each.

**Key Points:**
- The geometry and forces need to be analyzed to determine the reactions at the supports A and B.
- The truss is assumed to have no weight of its own for the purpose of this problem.
- Use equilibrium equations to solve for the reaction forces at the supports.
Transcribed Image Text:**Problem 4.36** **Calculate the reaction at each support for the truss shown. Neglect the weight of the truss.** **Diagram Explanation:** The image shows a truss structure supported at two points (A and B). The truss is influenced by various forces: - There are horizontal forces of 20 kips to the left at point A and 10 kips to the right at point B. - A vertical force of 12 kips is applied downward at the center of the truss. - Another vertical force of 8 kips is applied downward, located between the center and point B. **Dimensions:** - The total length of the truss is 60 feet. - The truss is divided into four equal sections of 15 feet each. **Key Points:** - The geometry and forces need to be analyzed to determine the reactions at the supports A and B. - The truss is assumed to have no weight of its own for the purpose of this problem. - Use equilibrium equations to solve for the reaction forces at the supports.
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