Determine the internal normal force, internal shear force, and internal moment at point C. The external loading applied to the beam is the beam's weight of w per unit length. Hint: Assume the beam's weight is applied as a constant distributed load. A

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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**Problem Statement:**

Determine the internal normal force, internal shear force, and internal moment at point C. The external loading applied to the beam is the beam’s weight of \( w \) per unit length. Hint: Assume the beam’s weight is applied as a constant distributed load.

**Diagram Explanation:**

The image shows a beam inclined at an angle \( \theta \), with two supports. The support at point A is at the bottom end of the beam, which is positioned on a flat surface. The top end of the beam is fixed to a wall at point B. 

- The total length of the beam is denoted as \( L \).
- The beam is divided into two equal segments, each of length \( \frac{L}{2} \).
- Point C is located at the midpoint of the beam.
- A distributed load, indicating the beam's weight per unit length \( w \), acts along the entire length of the beam.

The problem involves calculating the internal forces and moments at the midpoint of this beam setup.
Transcribed Image Text:**Problem Statement:** Determine the internal normal force, internal shear force, and internal moment at point C. The external loading applied to the beam is the beam’s weight of \( w \) per unit length. Hint: Assume the beam’s weight is applied as a constant distributed load. **Diagram Explanation:** The image shows a beam inclined at an angle \( \theta \), with two supports. The support at point A is at the bottom end of the beam, which is positioned on a flat surface. The top end of the beam is fixed to a wall at point B. - The total length of the beam is denoted as \( L \). - The beam is divided into two equal segments, each of length \( \frac{L}{2} \). - Point C is located at the midpoint of the beam. - A distributed load, indicating the beam's weight per unit length \( w \), acts along the entire length of the beam. The problem involves calculating the internal forces and moments at the midpoint of this beam setup.
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