DUTA SURIA LUXURY CONDOMINIUMS

Ampang, Kuala Lumpur, Malaysia

A 2 block 18-storey 70m-high 810,000sqft reinforced concrete building consisting of 4 levels of elevated car parking and 14 levels of condominium. The building superstructure consists of RC flat slabs and RC shear walls within the residential units offering a superior architectural product without any structural protrusions whatsoever. These shear walls are subsequently founded upon RC transfer beams which separate the residential floors from the car park floors beneath, transferring both the vertical and lateral load functional framing systems. The building contains lots of intricacies such as an extensive swimming pool, terraces, balconies, multi-purpose halls etc.

Client: Sycal Bhd

Consultancy Scope: Full Structural and Civil Engineering

Project Cost: RM70mil.

Project Status: Completed in 2014

Structural Data Sheet [Block A]

Building height = 71.2 m

Building DL and SDL, G = 294 MN

Building LL, Q = 62 MN

Building base shear, V = 2.5 MN

Building base moment, M = 90 MNm

Building concrete volume #1 = 8,923 m3

Building equi. floor thickness #1 = 0.382 m3/m2

Building steel reinforcement #1 = 909 tonnes

Building steel tonnage #1 = 102 kg/m3 | 38.9 kg/m2

Building formwork = 81,377 m2

Building formwork average = 3.5 m2/m2

#1 Note exclusive of pile caps

Structural Data Sheet [Block B]

Building height = 72.1 m

Building DL and SDL, G = 568 MN

Building LL, Q = 118 MN

Building base shear, V = 5.7 MN

Building base moment, M = 200 MNm

Building concrete volume #2 = 15,502 m3

Building equi. floor thickness #2 = 0.300 m3/m2

Building steel reinforcement #2 = 1,715 tonnes

Building steel tonnage #2 = 111 kg/m3 | 33.2 kg/m2

Building formwork = 127,790 m2

Building formwork average = 2.5 m2/m2

#2 Note exclusive of pile caps