Q$17$ Consider a simple one$-$storey building having five shear walls as shown in Fig. It has some gravity columns that are not shown. Storey height is $4\mathrm{.}5m.$ Floor consists of cast$-$in$-$situ reinforced concrete. Design shear force on the building is $200kN$ in either direction. Compute design lateral forces on shear walls using the torsion provisions of $2016$ edition of IS $1893($Part $1).$ The lateral stiffness of each shear wall is given in the table below:

$\backslash$table$[[$Shear Wall,$A,B,C,D,E$