In the given reinforced concrete framed system; 1, Calculate the area of steel at the support of the beam BC (Please use only 016 type of longitudinal reinforcement) H. Calculate the area of steel at the span of the beam BC (Please use only 016 type of longitudinal reinforcement) i. Calculate the shear reinforcement. (Materials C20 ve S420; (Ym=1.5, Ym=1.15) 135 kN 158 kN 3m 158 kN -55 kN -55 kN 6m 1300mm -128 kNm T120 mm -128 kNm 117 kNm h=500mm (Mg) 30 mm 45 kNm 45 kNm bw=250mm