Strengthening Klein’s floor slabs with the use of current norms
Marcin Górecki
m.gorecki@pollub.plDepartment of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0001-8746-8172
Dominika Franczak-Balmas
Department of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
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 floorReferences
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[5] PN-EN 1993-1-1 Eurokod 3: Projektowanie konstrukcji stalowych. Część 1-1: Reguły ogólne i reguły dla budynków.
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Authors
Marcin Góreckim.gorecki@pollub.pl
Department of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-8746-8172
Authors
Dominika Franczak-BalmasDepartment of Structural Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-6329-5780
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