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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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