Determine the reactions on the beam at A and B. 300 N/m 5 m 550 N/m 5 m. 5 m- 300 N/m B

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Chapter8: Vertical Stress Increase In Soil
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Statics. A similar question is provided but I still don't get it. Please show fbd as the solved example

**Determine the reactions on the beam at A and B.**

In the diagram provided, there is a beam with a unique configuration and loading conditions. The beam is horizontal, transitioning into a vertical section at one end. The following are the details depicted:

- **Loads:**
  - A uniformly distributed load of 300 N/m acts vertically downward on the vertical section of the beam (left side).
  - The vertical section of the beam is 5 meters in height.
  - A triangular distributed load acts across the horizontal section. The apex (zero) starts at the midpoint and increases to a maximum of 300 N/m at point B.
  - The horizontal section's first half, nearest point A, is under a uniformly distributed load of 550 N/m pointing vertically downward.

- **Supports:**
  - There are two supports: one at point A and another at point B. Point A appears to be a pin support which allows rotation but no translation, and point B appears to be a roller support which allows horizontal movement but no vertical movement.

- **Measurements:**
  - The horizontal length is 10 meters in total, with support A located 5 meters from the start of the horizontal section and support B located at the far right end.

The problem invites analysis to determine the reaction forces at supports A and B, which are critical for assessing structural stability and ensuring safety under the given load conditions.
Transcribed Image Text:**Determine the reactions on the beam at A and B.** In the diagram provided, there is a beam with a unique configuration and loading conditions. The beam is horizontal, transitioning into a vertical section at one end. The following are the details depicted: - **Loads:** - A uniformly distributed load of 300 N/m acts vertically downward on the vertical section of the beam (left side). - The vertical section of the beam is 5 meters in height. - A triangular distributed load acts across the horizontal section. The apex (zero) starts at the midpoint and increases to a maximum of 300 N/m at point B. - The horizontal section's first half, nearest point A, is under a uniformly distributed load of 550 N/m pointing vertically downward. - **Supports:** - There are two supports: one at point A and another at point B. Point A appears to be a pin support which allows rotation but no translation, and point B appears to be a roller support which allows horizontal movement but no vertical movement. - **Measurements:** - The horizontal length is 10 meters in total, with support A located 5 meters from the start of the horizontal section and support B located at the far right end. The problem invites analysis to determine the reaction forces at supports A and B, which are critical for assessing structural stability and ensuring safety under the given load conditions.
### Problem Statement

1. The beam has a pin support at A, a roller support at B, and is subjected to a trapezoidal distributed load. What are the reactions at A and B?

### Diagram

- A beam is supported at two points: a pin support at point A and a roller support at point B.
- The beam is 4 meters long.
- The distributed load is trapezoidal in shape, ranging from 50 kN/m at point A to 25 kN/m at point B.

### Calculations

#### Sketch

- A free body diagram of the beam is drawn.
- The load is replaced by equivalent point loads representing the trapezoidal distribution.

#### Equations

1. Moment about A:
   \[
   \Sigma M_A = + B(4) - 100(2) - 50\left(\frac{4}{3}\right) = 0
   \]
   - Solving for B: 
     \[
     B = 66 \frac{2}{3} \text{ kN}
     \]

2. Vertical Force Equilibrium:
   \[
   \Sigma F_y = A + B - 50 - 100 = 0
   \]
   - Solving for A: 
     \[
     A = 83 \frac{1}{3} \text{ kN}
     \]

### Reactions at Supports

- Reaction at support A: \( A = 83 \frac{1}{3} \text{ kN} \)
- Reaction at support B: \( B = 66 \frac{2}{3} \text{ kN} \)
Transcribed Image Text:### Problem Statement 1. The beam has a pin support at A, a roller support at B, and is subjected to a trapezoidal distributed load. What are the reactions at A and B? ### Diagram - A beam is supported at two points: a pin support at point A and a roller support at point B. - The beam is 4 meters long. - The distributed load is trapezoidal in shape, ranging from 50 kN/m at point A to 25 kN/m at point B. ### Calculations #### Sketch - A free body diagram of the beam is drawn. - The load is replaced by equivalent point loads representing the trapezoidal distribution. #### Equations 1. Moment about A: \[ \Sigma M_A = + B(4) - 100(2) - 50\left(\frac{4}{3}\right) = 0 \] - Solving for B: \[ B = 66 \frac{2}{3} \text{ kN} \] 2. Vertical Force Equilibrium: \[ \Sigma F_y = A + B - 50 - 100 = 0 \] - Solving for A: \[ A = 83 \frac{1}{3} \text{ kN} \] ### Reactions at Supports - Reaction at support A: \( A = 83 \frac{1}{3} \text{ kN} \) - Reaction at support B: \( B = 66 \frac{2}{3} \text{ kN} \)
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