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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| Format: | Article |
| Language: | English |
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Lublin University of Technology
2013-12-01
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| Series: | Budownictwo i Architektura |
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| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1976 |