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Refer to the Column Interaction Given: • F'c = 27.5 Mpa • Fy = 414 • • Column diameter 400mm Main bar diameter = 25mm • Kn = 0.80 • Rn = 0.18 Determine the following: 1. Compute the required number of bars 2. Compute the design axial strength in Kn 3. Compute the design moment strength in kn/m K.-P. II'.A 2.0 1.8 INTERACTION DIAGRAM C4-60.7 4 ksi 60kd 7-07 1.6 1.4 0.06 1.2 1.0 0.8 0.6 0.03 0.4 0.2 si-ais 21-000 41-2005/ 15-0 0.25 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 R=P.e/f Ah

Refer to the Column Interaction Given: • F'c = 27.5 Mpa • Fy = 414 • • Column diameter 400mm Main bar diameter = 25mm • Kn = 0.80 • Rn = 0.18 Determine the following: 1. Compute the required number of bars 2. Compute the design axial strength in Kn 3. Compute the design moment strength in kn/m K.-P. II'.A 2.0 1.8 INTERACTION DIAGRAM C4-60.7 4 ksi 60kd 7-07 1.6 1.4 0.06 1.2 1.0 0.8 0.6 0.03 0.4 0.2 si-ais 21-000 41-2005/ 15-0 0.25 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 R=P.e/f Ah

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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Question

Refer to the Column Interaction

Given:

  • F’c = 27.5 Mpa
  • Fy = 414
  • Column diameter 400mm
  • Main bar diameter = 25mm
  • Kn = 0.80
  • Rn = 0.18

 

Determine the following:

  1. Compute the required number of bars
  2. Compute the design axial strength in Kn
  3. Compute the design moment strength in Kn/m
Refer to the Column Interaction Given: • F'c = 27.5 Mpa • Fy = 414 • • Column diameter 400mm Main bar diameter = 25mm • Kn = 0.80 • Rn = 0.18 Determine the following: 1. Compute the required number of bars 2. Compute the design axial strength in Kn 3. Compute the design moment strength in kn/m
Transcribed Image Text:Refer to the Column Interaction Given: • F'c = 27.5 Mpa • Fy = 414 • • Column diameter 400mm Main bar diameter = 25mm • Kn = 0.80 • Rn = 0.18 Determine the following: 1. Compute the required number of bars 2. Compute the design axial strength in Kn 3. Compute the design moment strength in kn/m
K.-P. II'.A 2.0 1.8 INTERACTION DIAGRAM C4-60.7 4 ksi 60kd 7-07 1.6 1.4 0.06 1.2 1.0 0.8 0.6 0.03 0.4 0.2 si-ais 21-000 41-2005/ 15-0 0.25 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 R=P.e/f Ah
Transcribed Image Text:K.-P. II'.A 2.0 1.8 INTERACTION DIAGRAM C4-60.7 4 ksi 60kd 7-07 1.6 1.4 0.06 1.2 1.0 0.8 0.6 0.03 0.4 0.2 si-ais 21-000 41-2005/ 15-0 0.25 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 R=P.e/f Ah
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