Analysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth Ratio

Slavchev Veselin Slavchev; Stefanov Rumen Guglev

doi:10.4028/www.scientific.net/AMM.769.273

Paper Titles

Numerical Analysis of Reinforcing Bars in the Support Zone of Central Slab-Column Connections Subjected to Eccentric Tension
p.245

Numerical and Experimental Assessment of the Highway Arch Viaduct
p.252

Efficiency of Dynamic Relaxation Method in Form-Finding Process of Cable-Membrane Structures
p.260

Influence Imperfections on the Difference between the Numerical and Experimental Investigations of a Punching in the Central Slab-Column Connections of RC Structures
p.264

Analysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth Ratio
p.273

Analysis of Durability of High Performance and Ordinary Concrete Mixtures with Respect to Chlorides
p.281

The Creep of the Cement Mortar with Relation of Cement and Sand in Same Relation
p.285

Composite Slabs with Prepressed Embossments – Longitudinal Shear Resistance
p.289

Influence of Type of Contact of RC Beam and Strengthening Slab on Limit States of Strengthened Element
p.294

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Analysis and Recommendations about EN1992-1-1...

Analysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth Ratio

Abstract:

In this paper authors present analysis of limits when formulas for limiting the span/depth ratio, given in EN1992-1-1 section 7.4.2, for different reinforced concrete members subjected to bending, are applicable. Recommendations about how to take the compression reinforcement in calculations into account, when deflection of bending members should be assessed, are also proposed.

You might also be interested in these eBooks

Trends in Statics and Dynamics of Constructions

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 769)

Pages:

273-280

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.769.273

Citation:

Cite this paper

Online since:

June 2015

Authors:

Slavchev Veselin Slavchev*, Stefanov Rumen Guglev

Keywords:

Deflection, Eurocode 2, RC Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] EN 1992-1-1: 2004 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings.

Google Scholar

[2] Eurocode 2 Commentary, European Concrete Platform ASBL, June (2008).

Google Scholar

[3] Guide to EC2, Joint Research Centre at European Commission, (2008).

Google Scholar

[4] A. J. Bond, and other, How to Design Concrete Structures using Eurocode 2, The Concrete Center, London, (2006).

Google Scholar

[5] B. Mosley, J. Bungey, R. Hulse, Reinforced Concrete Design to Eurocode 2, sixth ed., Palgrave Macmillan, New York, (2007).

Google Scholar

[6] C.H. Goodchild, Worked Examples to Eurocode 2: Volume 1, The Concrete Centre, London, (2009).

Google Scholar

[7] V.S. Slavchev, Designer's guide for the design of concrete bridge slabs, VSU, Sofia, 2014. (in Bulgarian).

Google Scholar

[8] R.S. Guglev, More precise consideration of compression reinforcement area in curvature determination for reinforced concrete members, subjected to bending, Building structures and products. 3 (1989) 3-7. (in Bulgarian).

Google Scholar