Question: As per ACI 3 1 8 - 1 9 Code Design reinforcment for the footing in the figure for shear and moment applied by the

As per ACI 318-19 Code
Design reinforcment for the footing in the figure for shear and moment applied by the 5 point loads listed and self weight of footing with unit weight of 24 kN/m^3 for concrete.
fc'=28 Mpa
fy=420 Mpa
Point Loads:
A=B=C=D=50 kN
E=20 kN
(NOTE: TAKE YOUR TIME)
As per ACI 3 1 8 - 1 9 Code Design reinforcment

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