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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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