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  • SACPL

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