A column shown has f$\text{'}$c$=34$ MPa and fy$=413$ MPa and a constant value of steel cover $=60$mm

Calculate the following:

note: use stored values throughout whole calculation

A$.$ Geometric Centroid measured from h$1$ in $($mm$)$

B$.$ Plastic Centroid measured from h$1$ in $($mm$)$

C$.$ Nominal Balanced Axial Capacity, $($kN$)$

D$.$ Nominal Balanced Moment Capacity, $($kN$-$m$)$

E$.$ Eccentricity at Balanced Condition, $($mm$)$

Subj: reinforced concrete design