2- The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Determine: a) The maximum negative moment these loads develop at A. b) The maximum positive shear at D. Assume B is a pin and C is a roller. DU B |D ¯ 5 ft 5 ft 5 ft

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Chapter10: Plate Girders
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**Problem Statement:**

The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Determine:

a) The maximum negative moment these loads develop at A.
b) The maximum positive shear at D.

Assume B is a pin and C is a roller.

**Diagram Details:**

The diagram shows a horizontal beam labeled with points A, B, D, and C. 

- **A** is on the leftmost side of the beam and appears to be fixed.
- The beam spans horizontally with three equal segments of 5 ft each between points A-B, B-D, and D-C, making the total length 15 ft.
- **B** is marked as a pin support, which allows rotation but not translation.
- **C** is marked as a roller support, which allows horizontal translation but not vertical movement.
  
Each section of the beam experiences both a uniform dead load of 200 lb/ft and a live load of 150 lb/ft, affecting calculations for moments and shears along the beam.
Transcribed Image Text:**Problem Statement:** The compound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. Determine: a) The maximum negative moment these loads develop at A. b) The maximum positive shear at D. Assume B is a pin and C is a roller. **Diagram Details:** The diagram shows a horizontal beam labeled with points A, B, D, and C. - **A** is on the leftmost side of the beam and appears to be fixed. - The beam spans horizontally with three equal segments of 5 ft each between points A-B, B-D, and D-C, making the total length 15 ft. - **B** is marked as a pin support, which allows rotation but not translation. - **C** is marked as a roller support, which allows horizontal translation but not vertical movement. Each section of the beam experiences both a uniform dead load of 200 lb/ft and a live load of 150 lb/ft, affecting calculations for moments and shears along the beam.
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