4.37 Calculate the wall reactions for the cantilever truss shown. The upper support is pinned and the lower support is a roller. Neglect the weight of the truss. 500 lb 50% 8'-0" 400 lb 50° 600 lb 8'-0" 200 lb CHAPTER FOUR E 8'-0" 800 lb 6-0″ 4.40 Rew so th 4.41 Cale pinn

Elements Of Electromagnetics
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Claculate the wall reactions for the cantilever truss shown. the upper support is pinned and the lower support is a roller. Neglect the weight of the truss.

**Chapter Four: Exercises**

**4.37** Calculate the wall reactions for the cantilever truss shown. The upper support is pinned and the lower support is a roller. Neglect the weight of the truss.

**Diagram Explanation:**

The diagram represents a cantilever truss supported at the left by a pinned support at point A and a roller support at point B. The truss features the following forces:

- A force of 500 lb acting diagonally downward to the left at a 50° angle at the top-left section of the truss.
- A force of 400 lb acting diagonally downward to the left at a 50° angle at the midsection of the truss’s top chord.
- A horizontal force of 200 lb acting at the top-right section of the truss.
- A vertical force of 600 lb acting downward at the bottom-mid section of the truss.
- A vertical force of 800 lb acting downward at the bottom-right section of the truss.

Measurements marked on the truss:

- Horizontal distance between the vertical forces is 8 feet.
- Vertical distance from the top chord to the bottom chord is 6 feet.

The task is to compute the reactions at the wall due to these applied forces, considering the supports and geometry outlined in the diagram.
Transcribed Image Text:**Chapter Four: Exercises** **4.37** Calculate the wall reactions for the cantilever truss shown. The upper support is pinned and the lower support is a roller. Neglect the weight of the truss. **Diagram Explanation:** The diagram represents a cantilever truss supported at the left by a pinned support at point A and a roller support at point B. The truss features the following forces: - A force of 500 lb acting diagonally downward to the left at a 50° angle at the top-left section of the truss. - A force of 400 lb acting diagonally downward to the left at a 50° angle at the midsection of the truss’s top chord. - A horizontal force of 200 lb acting at the top-right section of the truss. - A vertical force of 600 lb acting downward at the bottom-mid section of the truss. - A vertical force of 800 lb acting downward at the bottom-right section of the truss. Measurements marked on the truss: - Horizontal distance between the vertical forces is 8 feet. - Vertical distance from the top chord to the bottom chord is 6 feet. The task is to compute the reactions at the wall due to these applied forces, considering the supports and geometry outlined in the diagram.
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