TY  - CONF
AU  - Stošić, Božidar
AU  - Ranković, Slavko
AU  - Deretić-Stojanović, Biljana
AU  - Stošić, Saša
AU  - Radenković, Gligor
AU  - Mašović, Snežana
AU  - Popović, Milenko
AU  - Stoišić, Radoslav
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3014
AB  - The conception design of the bridge over the Danube by Beska near Novi Sad, presents the 
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. 
Authors suggested that the main bridge part should be the steel continuous girder 
( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.
PB  - MASE
C3  - MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
T1  - The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition
EP  - 304
SP  - 299
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3014
ER  - 

@conference{
author = "Stošić, Božidar and Ranković, Slavko and Deretić-Stojanović, Biljana and Stošić, Saša and Radenković, Gligor and Mašović, Snežana and Popović, Milenko and Stoišić, Radoslav",
year = "2003",
abstract = "The conception design of the bridge over the Danube by Beska near Novi Sad, presents the 
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. 
Authors suggested that the main bridge part should be the steel continuous girder 
( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.",
publisher = "MASE",
journal = "MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE",
title = "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition",
pages = "304-299",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3014"
}

Stošić, B., Ranković, S., Deretić-Stojanović, B., Stošić, S., Radenković, G., Mašović, S., Popović, M.,& Stoišić, R.. (2003). The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE
MASE., 299-304.
https://hdl.handle.net/21.15107/rcub_grafar_3014

Stošić B, Ranković S, Deretić-Stojanović B, Stošić S, Radenković G, Mašović S, Popović M, Stoišić R. The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE. 2003;:299-304.
https://hdl.handle.net/21.15107/rcub_grafar_3014 .

Stošić, Božidar, Ranković, Slavko, Deretić-Stojanović, Biljana, Stošić, Saša, Radenković, Gligor, Mašović, Snežana, Popović, Milenko, Stoišić, Radoslav, "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition" in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE (2003):299-304,
https://hdl.handle.net/21.15107/rcub_grafar_3014 .