
THE PARK
Introduction
General Information
Status | Under construction (terrace floor) |
Type | Residential |
Location | Oshiwara, Andheri (W), Mumbai |
Coordinates | 19°08'10.9"N 72°49'55.8"E |
Construction started | March 2019 |
Completion | 2022 (expected) |
Opening | 2022 (expected) |
Architectural Height | 126.25 m (414.1 ft.) |
Top floor Height | 127.30 m (417.5 ft.) |
Owner / developer | DLH Ltd & Lotus Group |
Architect | North Constructions |
Structural Engineer | SACPL |
Main contractor | North Constructions |
Technical Details
Floor count | 42 (above ground) |
Floor area | ~1500 m2 |
Lift / elevators | 10 |
Design Team
Engineers | Technical Assistant's |
1.Sadaf Quadri | 1.Tanukh Momin |
2.Anup Biswas | 2.Balkrishna |
3.Sayyad Wajid ALi | |
Artist’s impression

Fig.- Road view

Fig.- Aerial view

Fig.-Typical structural view
Structural System
•Frame Tube System was adopted for this building.
•The floor plates are flat slab connecting to the central lobby / lift shafts.
•In this Frame Tube System, the perimeter of the building consists of closely spaced columns connected by deep spandrels / beams/braces.
•The system works quite efficiently as a hollow vertical cantilever.
•The entire lateral resistance is provided by closely spaced exterior columns and deep spandrel beams.
•The floor system, typically considered rigid in its own plane, distributes the lateral load to various elements according to their stiffness. Its contribution to lateral resistance in terms of out-of-plane stiffness is considered negligible.
•The lateral load-resisting system thus comprises four orthogonally oriented, rigidly jointed frame panels forming a tube in plan, as shown in Figure
•In our case, we have connected the RC frame with Steel bracings between two stories.
•These steel bracings were designed using high tensile strength structural steel with yield strength of 350MPa .
•The connections between RC walls and the steel braces was designed manually using excel spread sheet


