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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**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.
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.
Expert Solution
Step 1: Introduce the problem statement

f subscript y t end subscript equals 40 comma 000 space p s i
f apostrophe subscript c equals 4000 space p s i
bottom enclose bold italic T bold italic o bold space bold italic c bold italic a bold italic l bold italic c bold italic u bold italic l bold italic a bold italic t bold italic e bold colon end enclose
ϕ V subscript n space f o r space a l l space t h r e e space b e a m s space

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Case-II

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Case-III

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