2. Determine the reactions at supports A and B. 700 Ib/ft 500 Ib/ft 6 ft 9 ft 6 ft 6 ft 8 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please help. This is a statics problem that involves distributed loads. Thank you.

### Problem Statement

2. Determine the reactions at supports A and B.

### Diagram Explanation

The diagram features a beam structure with distributed loads and supports. It is divided into two main sections, each subject to a different distributed load.

- **Section AC**: This section is 12 feet long in total, consisting of two 6-foot segments. It bears a triangular distributed load with a maximum intensity of 500 lb/ft at point A, tapering off linearly to zero by point C.

- **Section CD**: This part is an 8-foot beam with no load on it, acting as a connector between the two loaded sections.

- **Section DB**: A 9-foot span carrying a uniformly distributed load of 700 lb/ft. From D to B, this section inclines upwards, reaching a vertical height of 6 feet at point B.

- **Support Points**:
  - **A**: Located at the left end of the beam where the wall is present.
  - **B**: The rightmost support point associated with a pinned connection allowing rotational movement but restricting translational movements.

The goal is to determine the reactions at supports A and B, factoring in the effects of the distributed loads and the geometrical arrangement of the beam.
Transcribed Image Text:### Problem Statement 2. Determine the reactions at supports A and B. ### Diagram Explanation The diagram features a beam structure with distributed loads and supports. It is divided into two main sections, each subject to a different distributed load. - **Section AC**: This section is 12 feet long in total, consisting of two 6-foot segments. It bears a triangular distributed load with a maximum intensity of 500 lb/ft at point A, tapering off linearly to zero by point C. - **Section CD**: This part is an 8-foot beam with no load on it, acting as a connector between the two loaded sections. - **Section DB**: A 9-foot span carrying a uniformly distributed load of 700 lb/ft. From D to B, this section inclines upwards, reaching a vertical height of 6 feet at point B. - **Support Points**: - **A**: Located at the left end of the beam where the wall is present. - **B**: The rightmost support point associated with a pinned connection allowing rotational movement but restricting translational movements. The goal is to determine the reactions at supports A and B, factoring in the effects of the distributed loads and the geometrical arrangement of the beam.
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