If the Engineer use 7pcs -25mm bar having fy = 345 Mpa and concrete strength f'c = 21 Mpa for the column as shown, Determine the Ultimate axial capacity of the column considering eccentricity along x-axis equal to 40mm, in 3 decimal places. Net concrete cover from the center of the bar is 75mm. The column is intended to resist ultimate axial load of 1500 Kn. 400 + 75 ● 75 400
If the Engineer use 7pcs -25mm bar having fy = 345 Mpa and concrete strength f'c = 21 Mpa for the column as shown, Determine the Ultimate axial capacity of the column considering eccentricity along x-axis equal to 40mm, in 3 decimal places. Net concrete cover from the center of the bar is 75mm. The column is intended to resist ultimate axial load of 1500 Kn. 400 + 75 ● 75 400
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![If the Engineer use 7pcs -25mm bar
having fy = 345 Mpa and concrete
strength f'c = 21 Mpa for the column as
shown, Determine the Ultimate axial
capacity of the column considering
eccentricity along x-axis equal to 40mm,
in 3 decimal places.
Net concrete cover from the center of
the bar is 75mm. The column is intended
to resist ultimate axial load of 1500 Kn.
400
75
75
400](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3997638a-e619-4177-aaed-ddaa80a162fd%2F1bbded48-85e6-42ea-b7cd-a220b4124084%2Fegstxub_processed.jpeg&w=3840&q=75)
Transcribed Image Text:If the Engineer use 7pcs -25mm bar
having fy = 345 Mpa and concrete
strength f'c = 21 Mpa for the column as
shown, Determine the Ultimate axial
capacity of the column considering
eccentricity along x-axis equal to 40mm,
in 3 decimal places.
Net concrete cover from the center of
the bar is 75mm. The column is intended
to resist ultimate axial load of 1500 Kn.
400
75
75
400
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