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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please help. This is a statics problem that involves distributed loads. Thank you.

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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