The schematic below shows a footing$-$column construction. Suppose it is a $3m2\mathrm{.}5m$ rectangular footing supporting a $0\mathrm{.}25m0\mathrm{.}25m$ square column. The column is reinforced by $4$ longitudinal $10mm$ diameter round steel bars at each corner of the column. The thickness of the footing is $0\mathrm{.}5m.$ Compute the steel reinforcement quantities as distributed in the schematic shown below. Knowing that the clear concrete cover for the footing is $50mm$ and for column's neck is $25mm.$ Results shall be defined in a systematic tabular form$).$

Additional Information:

Yield Strength for G$-60=420\frac{N}{m}{m}^2$

Grade of Concrete $=$ C$30$

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