@misc{Bilko_Piotr_Assessment,
 author={Bilko, Piotr and Sawczyński, Szymon},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={The subject of this study is the inventory and assessment of the load-bearing capacity of a railway bridge. The analysis was conducted on a bridge with a concrete slab reinforced by steel beams as the load-bearing element. The structure is located in the village of Bukowina, Warmian-Masurian Voivodeship, Poland. The aim of the study is to assess the load-bearing capacity of the bridge. The structure`s geometry was measured, and its concrete strength class determined.},
 abstract={This article presents the results of stress limitation calculations for the tested bridge. Three calculation procedures based on two approaches - a concrete-encased beam and a bending section reinforced with rigid inserts - were applied. The analysis demonstrated that, despite the unesthetic appearance of the bridge, it meets the stress limitation requirements. Though over a hundred years old, the structure remains suitable for use today.},
 title={Assessment of the Load-Bearing Capacity of the Old Railway Bridge With Encased Steel Beams},
 type={artykuł},
 keywords={load-bearing capacity, technical condition, railway bridge, encased beams},
}