For the reinforced concrete floor system shown below, it is required to ONLY determine the effective flange width (be) for: (1) edge beam, and (2) interior beam. In 1-In2 = 25-ft 8 in 16 in 21.6 in 8 in 8 in (typical) 10 ft 0 in Four No.6 (typical) 10 ft 0in
For the reinforced concrete floor system shown below, it is required to ONLY determine the effective flange width (be) for: (1) edge beam, and (2) interior beam. In 1-In2 = 25-ft 8 in 16 in 21.6 in 8 in 8 in (typical) 10 ft 0 in Four No.6 (typical) 10 ft 0in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Educational Content: Effective Flange Width Calculation for Reinforced Concrete Floor Systems**
In the reinforced concrete floor system illustrated in the diagram, the task is to determine the effective flange width (\(b_e\)) for two specific types of beams:
1. **Edge Beam**
2. **Interior Beam**
**Diagram Explanation:**
- The floor system has a consistent thickness with portions of the slab extending over beams, creating a T-beam configuration.
- **Dimensions and Features:**
- Overall slab depth: 16 inches.
- Slab thickness above the beams: 8 inches.
- Beam depth below the slab: 21.16 inches.
- The typical horizontal width of the beam region: 8 inches.
- Spacing between beams (center-to-center): 10 feet 0 inches.
- **Reinforcement:**
- The beams are reinforced with four No. 6 rebars, which are a typical specification for this system.
- **Span Information:**
- The clear span \( l_n1 = l_n2 = 25\) feet.
Understanding these details is crucial for accurate determination of the effective flange width, ensuring proper structural performance and safety of the concrete floor system.
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