Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management

This paper presents a methodology of dimensioning of double reinforced concrete beams which are reinforced in the light of the requirements of the EC2 [1] in two variants. In the first variant, the limiting value of the compression zone was determined on the basis of limiting strains of concrete and...

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Main Author: Tadeusz Ciężak
Format: Article
Language:English
Published: Lublin University of Technology 2013-12-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/1976
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author Tadeusz Ciężak
author_facet Tadeusz Ciężak
author_sort Tadeusz Ciężak
collection DOAJ
description This paper presents a methodology of dimensioning of double reinforced concrete beams which are reinforced in the light of the requirements of the EC2 [1] in two variants. In the first variant, the limiting value of the compression zone was determined on the basis of limiting strains of concrete and steel. The maximum degree of concrete reinforcement of bending elements are assumed in the second case. The considered problem is illustrated by computational examples in relation to the concrete classes C30/37 and C70/85. Results of the calculations cannot be the basis for generalizations, however, differences in the section of the reinforcement determined in both cases are small and do not exceed 6%.
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spelling doaj.art-3530fcb7d4d64cada26017f478d7472b2024-03-02T14:05:34ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752013-12-0112410.35784/bud-arch.1976Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction ManagementTadeusz Ciężak0Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction ManagementThis paper presents a methodology of dimensioning of double reinforced concrete beams which are reinforced in the light of the requirements of the EC2 [1] in two variants. In the first variant, the limiting value of the compression zone was determined on the basis of limiting strains of concrete and steel. The maximum degree of concrete reinforcement of bending elements are assumed in the second case. The considered problem is illustrated by computational examples in relation to the concrete classes C30/37 and C70/85. Results of the calculations cannot be the basis for generalizations, however, differences in the section of the reinforcement determined in both cases are small and do not exceed 6%.https://ph.pollub.pl/index.php/bia/article/view/1976double reinforced concrete beamsdimensioning
spellingShingle Tadeusz Ciężak
Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
Budownictwo i Architektura
double reinforced concrete beams
dimensioning
title Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
title_full Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
title_fullStr Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
title_full_unstemmed Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
title_short Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Construction Management
title_sort lublin university of technology faculty of civil engineering and architecture department of construction management
topic double reinforced concrete beams
dimensioning
url https://ph.pollub.pl/index.php/bia/article/view/1976
work_keys_str_mv AT tadeuszciezak lublinuniversityoftechnologyfacultyofcivilengineeringandarchitecturedepartmentofconstructionmanagement