Floor height: $H_1=H_2=3\mathrm{.}5m$

Floor thickness: $t_S=15cm$

Column: $b_C=h_C=60cm$

Beam span:

$L_1=L_2=6\mathrm{.}0m$

Beam:

$b_B=40cm$

$h_B=70cm$

calculation of the design base shear: design parameters for seismic design, base shear coefficients for $3$ EHLs, design base shear