El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute the vertical deflection at B. Use the method of virtual work e.g visual integration, the principle of superposition. Handwritten work only and pls ensure neatness.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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El is constant for the beam shown in Figure 4. • Compute the rotation of the beam at B. • Compute the vertical deflection at B. Use the method of virtual work e.g visual integration, the principle of superposition. Handwritten work only and pls ensure neatness.
**Figure 4**

**Diagram Description:**

- The structure depicted in Figure 4 is a beam supported at three points: B, C, and D.
- Point A to B is subjected to a uniformly distributed load (UDL) of 3 k/ft over an 8-foot span.
- Point B is a pin support.
- Point C is 12 feet to the right of point B and has a downward concentrated force of 9 k.
- Point D, located 12 feet to the right of point C, is a roller support.
- The total length of the beam is 32 feet (8 ft. + 12 ft. + 12 ft.).

### Detailed Analysis:

- **UDL from A to B:**
  - This section of the beam experiences a uniformly distributed load of 3 k/ft over an 8-foot span, resulting in a total load of 24 k (3 k/ft * 8 ft).

- **Point C Load:**
  - Point C has a concentrated load of 9 k acting downward.

- **Supports:**
  - **Support B:** Pin support at point B allows rotation but restricts translation in both the horizontal and vertical directions.
  - **Support D:** Roller support at point D restricts vertical translation but allows horizontal movement.
  
### Key Distances:

- Distance from A to B: 8 feet
- Distance from B to C: 12 feet
- Distance from C to D: 12 feet

This diagram is typically used for structural analysis in engineering disciplines to determine reactions at the supports, shear forces, and bending moments along the beam.
Transcribed Image Text:**Figure 4** **Diagram Description:** - The structure depicted in Figure 4 is a beam supported at three points: B, C, and D. - Point A to B is subjected to a uniformly distributed load (UDL) of 3 k/ft over an 8-foot span. - Point B is a pin support. - Point C is 12 feet to the right of point B and has a downward concentrated force of 9 k. - Point D, located 12 feet to the right of point C, is a roller support. - The total length of the beam is 32 feet (8 ft. + 12 ft. + 12 ft.). ### Detailed Analysis: - **UDL from A to B:** - This section of the beam experiences a uniformly distributed load of 3 k/ft over an 8-foot span, resulting in a total load of 24 k (3 k/ft * 8 ft). - **Point C Load:** - Point C has a concentrated load of 9 k acting downward. - **Supports:** - **Support B:** Pin support at point B allows rotation but restricts translation in both the horizontal and vertical directions. - **Support D:** Roller support at point D restricts vertical translation but allows horizontal movement. ### Key Distances: - Distance from A to B: 8 feet - Distance from B to C: 12 feet - Distance from C to D: 12 feet This diagram is typically used for structural analysis in engineering disciplines to determine reactions at the supports, shear forces, and bending moments along the beam.
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