This project involved the design and construction of 7 towers of ground
plus eleven floors. The total built up area is about 7,17,000 sft. The typical
floor footprint is 20.7m X 47.5m.The column section widths were designed to be within the wall thickness. The junctions are designed to continue to have the steel concealed within the wall dimensions and yet providing the required structural strengths in both directions at any junction.A combination of steel resisting frames and walls have been adopted as the structural system to resist gravity and lateral forces.