9 10 11 Situation 2:A square tied column carries an axial dead loadof 500 kN and an axial live load of 800 kN. Use f'c= 28 MPa, fy = 275 MPa and the bars is 20 mm Ø.Follow the provision for NSCP 2010.9.Calculate for the factored load that the column can carry.2060 kN1880 kN1429 kNa.c.b.1080 kNd.Determine the minimum required dimension of the columnusing a reinforcement ratio of 2%.10.a.350 mmс.340 mmb.360 mmd.300 mmFind the required number of 20-mm diameter bars if it is tobe distributed equally on all sides.a.b.11.8с.412d.6

Situation 2 Given data, Deal load D = 500 kN Live load L = 800 kN fc' = 28 MPa, fy = 275 MPa Bar…

Situation 2: A square tied column carries an axial dead load of 500 kN and an axial live load of 800 kN. Use f'c = 28 MPa, fy = 275 MPa and the bars is 20 mm Ø. Follow the provision for NSCP 2010. 9. Calculate for the factored load that the column can carry. a. с. d. 2060 kN 1880 kN 1429 kN b. 1080 kN Determine the minimum required dimension of the column using a reinforcement ratio of 2%. 10. а. 350 mm с. 340 mm b. 360 mm d. 300 mm Find the required number of 20-mm diameter bars if it is to be distributed equally on all sides. a. b. 11. 8 с. 12 d. 6

Situation 2: A square tied column carries an axial dead load of 500 kN and an axial live load of 800 kN. Use f'c = 28 MPa, fy = 275 MPa and the bars is 20 mm Ø. Follow the provision for NSCP 2010. 9. Calculate for the factored load that the column can carry. a. с. d. 2060 kN 1880 kN 1429 kN b. 1080 kN Determine the minimum required dimension of the column using a reinforcement ratio of 2%. 10. а. 350 mm с. 340 mm b. 360 mm d. 300 mm Find the required number of 20-mm diameter bars if it is to be distributed equally on all sides. a. b. 11. 8 с. 12 d. 6

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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