(2) #9 12" #4 28" fe= 4000 psi Grade 60 steel Cover = 1.5", #4 stirrups & Mn = ? " NWC
(2) #9 12" #4 28" fe= 4000 psi Grade 60 steel Cover = 1.5", #4 stirrups & Mn = ? " NWC
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Answer only number 2 please
![### Image Transcription for Educational Purposes
The image consists of two diagrams and accompanying notes, detailing the specifications for different reinforced concrete columns. Each itemized entry corresponds to a specific structural setup, highlighting variations in dimensions and material properties.
#### Diagram Descriptions:
1. **First Diagram (Top Left)**
- **Column Dimensions:**
- Height: 24 inches
- Width: 12 inches
- **Reinforcement:**
- 4 #8 bars
- #3 stirrups
- **Specifications:**
- \(f'_c = 5000 \, \text{psi}\)
- \(f_y = 60 \, \text{ksi}\)
- NWC (normal weight concrete)
- Cover: 2 inches
- **Query:**
- \(\phi M_n = ?\)
2. **Second Diagram (Bottom Left)**
- **Column Dimensions:**
- Height: 28 inches
- Width: 12 inches
- **Reinforcement:**
- 6 #9 bars
- #4 stirrups
- **Specifications:**
- \(f'_c = 4000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 1.5 inches
- **Query:**
- \(\phi M_n = ?\)
#### Notes:
3. **Third Configuration:**
- Same shape as the first diagram.
- **Specifications:**
- \(f'_c = 3000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 1.5 inches
- **Reinforcement:**
- 4 #8 bars
- #4 stirrups
- **Query:**
- \(\phi M_n = ?\)
4. **Fourth Configuration:**
- Same shape as the second diagram.
- **Specifications:**
- \(f'_c = 6000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 2.0 inches
- **Reinforcement:**
- 6 #9 bars
- #3 stirrups
- **Query:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd48fa528-f1f3-4cfe-8331-4241747c0c1a%2Fa2512fe8-2e48-4e40-bc52-734f1167aa8c%2Fk89t6t5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:### Image Transcription for Educational Purposes
The image consists of two diagrams and accompanying notes, detailing the specifications for different reinforced concrete columns. Each itemized entry corresponds to a specific structural setup, highlighting variations in dimensions and material properties.
#### Diagram Descriptions:
1. **First Diagram (Top Left)**
- **Column Dimensions:**
- Height: 24 inches
- Width: 12 inches
- **Reinforcement:**
- 4 #8 bars
- #3 stirrups
- **Specifications:**
- \(f'_c = 5000 \, \text{psi}\)
- \(f_y = 60 \, \text{ksi}\)
- NWC (normal weight concrete)
- Cover: 2 inches
- **Query:**
- \(\phi M_n = ?\)
2. **Second Diagram (Bottom Left)**
- **Column Dimensions:**
- Height: 28 inches
- Width: 12 inches
- **Reinforcement:**
- 6 #9 bars
- #4 stirrups
- **Specifications:**
- \(f'_c = 4000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 1.5 inches
- **Query:**
- \(\phi M_n = ?\)
#### Notes:
3. **Third Configuration:**
- Same shape as the first diagram.
- **Specifications:**
- \(f'_c = 3000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 1.5 inches
- **Reinforcement:**
- 4 #8 bars
- #4 stirrups
- **Query:**
- \(\phi M_n = ?\)
4. **Fourth Configuration:**
- Same shape as the second diagram.
- **Specifications:**
- \(f'_c = 6000 \, \text{psi}\)
- Grade 60 steel
- NWC
- Cover: 2.0 inches
- **Reinforcement:**
- 6 #9 bars
- #3 stirrups
- **Query:
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