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Situation 7: A 600 mm x 600 mm tied column reinforced with 16- 32 mm diam. Using f'c-28 Mpa and fy -415 Mpa. Size of aggregates used is 25 mm. 18. Compute the safe ultimate load that the column could carry. 19. Compute the spacing of the 10 mm wires. 20. Compute the maximum clear distance of main bars.

Situation 7: A 600 mm x 600 mm tied column reinforced with 16- 32 mm diam. Using f'c-28 Mpa and fy -415 Mpa. Size of aggregates used is 25 mm. 18. Compute the safe ultimate load that the column could carry. 19. Compute the spacing of the 10 mm wires. 20. Compute the maximum clear distance of main bars.

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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Situation 7: A 600 mm x 600 mm tied column reinforced with 16 - 32 mm diam. Using f'c- 28 Mpa and fy = 415 Mpa. Size of aggregates used is 25 mm. 18. Compute the safe ultimate load that the column could carry. 19. Compute the spacing of the 10 mm wires. 20. Compute the maximum clear distance of main bars.
Transcribed Image Text:Situation 7: A 600 mm x 600 mm tied column reinforced with 16 - 32 mm diam. Using f'c- 28 Mpa and fy = 415 Mpa. Size of aggregates used is 25 mm. 18. Compute the safe ultimate load that the column could carry. 19. Compute the spacing of the 10 mm wires. 20. Compute the maximum clear distance of main bars.
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