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CONFERENCE PROCEEDINGS
8th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 101-112


STRUCTURE OF OFFICE AND RESIDENTIAL BUILDING IN ROOSEVELT STREET IN BELGRADE
 
DOI: 10.14415/konferencijaGFS2021.09
UDC: 624.012.45
CC-BY-SA 4.0 license
Author : Bešević , Miroslav; Vojnić Purčar, Martina; Landović, Aleksandar; Gajić, Milan
 
 Summary:
 In this paper, the calculation of the load bearing reinforced concrete structure of an office and residential building in Roosevelt Street in Belgrade with a total area of 12,000 m2 is presented. The building has two underground floors, ground floor + Gallery + six floors + top floor, total height of approximately 29.00m. The floor structure of the building is made of solid reinforced concrete slabs cast on site and vertical reinforced concrete elements in the form of columns of different cross sections and shapes along the height of the building and reinforced concrete walls. The axial distances of the columns above ground level are 6.00 m and 7.80 m. From the ground floor to the first floor in the part of lamella B, coupled round columns with a diameter of Ф50 were used and the dimensioning was carried out according to the standard SRPS EN 1994-1-1. Above the first floor all the columns are constructed of square crosssection. The foundation was constructed on a full reinforced concrete slab with a thickness of dp = 70.0 cm. The protection of the underground floors was performed in a combination of piles, head beams and steel struts in the function of constructing the foundations and walls of the building by excavation stages. The calculation of the structure was performed according to SRPS standards and Eurocode.
 
 Keywords:
 structure, RC slab, RC wall, coupled column, pile, struts