Problem 1: Calculate V, for each beam using ACI code requirements. Assume transverse reinforcement exceeds ACI minimums. For all beams: fyt = 40,000 psi and fr = 4000 psi No. 3@6" 10" No. 4@ 10" 17.5 No. 48 2-2" O 3'-0" O
Problem 1: Calculate V, for each beam using ACI code requirements. Assume transverse reinforcement exceeds ACI minimums. For all beams: fyt = 40,000 psi and fr = 4000 psi No. 3@6" 10" No. 4@ 10" 17.5 No. 48 2-2" O 3'-0" O
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:**Problem 1:** Calculate φVn for each beam using ACI code requirements. Assume transverse reinforcement exceeds ACI minimums. For all beams: \( f_{yt} = 40,000 \, \text{psi} \) and \( f'_{c} = 4000 \, \text{psi} \).
### Diagrams and Details:
1. **T-Beam:**
- **Rebar:** No. 3 @ 6 inches
- **Dimensions:**
- Width of flange: 10 inches
- Depth: 17.5 inches
2. **Rectangular Beam:**
- **Rebar:** No. 4 @ 10 inches
- **Dimensions:**
- Width: 8 inches
- Depth: 17.5 inches
3. **Square Beam:**
- **Rebar:** No. 4 @ 8 inches
- **Dimensions:**
- Width of square: 3'-0"
- Clear span between rebar: 2'-2"
- Depth: 21.5 inches
Each diagram provides a cross-sectional view of the respective beam showing the placement and specification of reinforcement bars in reference to the dimensions given.
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