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...
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 |
Similar Items
-
Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology
by: Łukasz Jabłoński
Published: (2014-09-01) -
Analysis of Fibrous Reinforced Concrete Beams
by: Ayad Zeki Saber Agha, et al.
Published: (2012-03-01) -
The behavior of reinforce concrete beam with construction joint near the support /
by: 428047 Altoum Alagab Al Amin Al Hassan
Published: (2008) -
The behavior of reinforce concrete beam with construction joint near the support [electronic resource] /
by: 428047 Altoum Alagab Al Amin Al Hassan
Published: (2008) -
Department of Historic Objects Conservation, Faculty of Building and Architecture, Lublin University of Technology
by: Maciej Trochonowicz
Published: (2012-12-01)