Analisys of structural efficiency of Vierendeel beam

Authors

  • Javier Estévez Cimadevila Arquitecto
  • Emilio Martín Gutiérrez Arquitecto

DOI:

https://doi.org/10.3989/ic.2003.v54.i483.573

Abstract


This article approaches the analysis of the structural efficiency of the Vierendel beams. This assessment involves two variables: one relates to the strength-efficiency and the other one to the global efficiency. (The global efficiency fakes also into account the bending stiffness f the beam). The results shown reflect the analysis and dimensioning of over 400 beams, where a series of five different modulations combined with seven different beam depths have been used. The case study finishes using two types of profiles (hollow and open section) and comparing the structural behaviour between beams and trusses. The graphs shown are a very useful tool in order to assess the effect of these beams' design parameters on their structural efficiency. The most important result of the case study is the fact that using high beam depths in un optimized dimensioning involves a decrease of the efficiency This criteria differs from the criteria for latticed structures.

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Author Biographies

Javier Estévez Cimadevila, Arquitecto

Escuela Técnica Superior de Arquitectura de A Coruña

Emilio Martín Gutiérrez, Arquitecto

Escuela Técnica Superior de Arquitectura de A Coruña

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Published

2003-02-28

How to Cite

Estévez Cimadevila, J., & Martín Gutiérrez, E. (2003). Analisys of structural efficiency of Vierendeel beam. Informes De La Construcción, 54(483), 27–37. https://doi.org/10.3989/ic.2003.v54.i483.573

Issue

Section

Research Articles