The structural system consist of a rigid frame spaced each 2300mm supported on elastomeric bearing to prevent the interaction of the lateral movement between the two buildings.

The R.C. consultant requested that the steel structure to be used to support the shattering of the R.C. on above levels. Therefore, we added temporary diagonals and vertical to transfer the rigid frame into a temporary truss to withstand the extra load. After concrete setting, these temporary diagonals and verticals will be removed