A 3-m square footing and

550 mmthick is to support a 400 mm square

tied column. It is reinforced with 16-20 mm a

bars on both ways Using f'c=28MPa,fy=414

MPa and concrete covering=75+1/2 (bar

diameter). Determine the following:

16. Ultimate moment capacity of the footing.

(3 points)

a. 952.75kN-m

b. 842.86kN-m

c. 762.25kN-m

d. 1124.95kN-m

c. None of the above

asked by guest
on Oct 23, 2024 at 8:11 pm



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