Based on Eurocode $2(2004),$ calculate the design shear capacity of the section shown below $($using material partial safety factors$).$

Characteristic steel yield strength $H20(f_{yk})=500$MPa,

Characteristic concrete cylinder strength $(f_{ck})=33$MPa

According to Eurocode, Min shear resistance $(V_{Rd,c}$min$)=1\mathrm{.}8kN$