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(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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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:
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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