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| |
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| 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 |
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| | 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. |
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| | Keywords: |
| | structure, RC slab, RC wall, coupled column, pile, struts |
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