A square column $)$ carries load from two beams, which are mutually perpendicular as shown in figure. Overhang portion of beams carry a total load of $615\mathrm{.}0k\frac{N}{m}($include selfweight$).$ Design the column at top of footing level. Footing is fully embedded in very hard rock. Beams are restrained against rotation at Beam$-$column junction. The minimum eccentricity is less than $0\mathrm{.}05$ times the lateral dimension of column. Sketch all details required at column crosssection.

Use:

M$-20$ grade concrete, Fe$-415$ grade reinforcing bars,

Appropriate coefficient form $1\mathrm{.}0/1\mathrm{.}20/1\mathrm{.}50/2\mathrm{.}0,$

Main reinforcing bar : $32mm$ diameter