Strengthening Klein’s floor slabs with the use of current norms

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Published: Dec 8, 2015
DOI: https://doi.org/10.35784/bud-arch.1560
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DOI

https://doi.org/10.35784/bud-arch.1560

Authors

Marcin Górecki

m.gorecki@pollub.pl

Department of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology
https://orcid.org/0000-0001-8746-8172
Dominika Franczak-Balmas

d.franczak@pollub.pl

Department of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology
https://orcid.org/0000-0001-6329-5780

Abstract

The paper presents the effectivity of using the steel-concrete floor slabs in existing buildings. Steel-concrete slabs described in this paper consist of old steel beams which are main structural members of the floor slabs and reinforced concrete slabs which are new elements of the floor slabs. Beams and reinforced concrete slabs are connected with connectors. The computational example which shows the efficiency of utilizing the steel-concrete floor slabs with the use of current norms has been presented in the paper.

Keywords:

strengthening, steel-beam floor, Klein’s floor

References

Article Details

Górecki, M. and Franczak-Balmas, D. (2015) “Strengthening Klein’s floor slabs with the use of current norms”, Budownictwo i Architektura, 14(4), pp. 197–205. doi: 10.35784/bud-arch.1560.