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Facta universitatis - series: Architecture and Civil Engineering
2005, vol. 3, iss. 2, pp. 137-143
article language: English
document type: Paper
published on: 02/06/2007
doi: 10.2298/FUACE0502137S
Optimal design of timber beam
Univeristy of Niš, Faculty of Civil Engineering and Architecture

Abstract

In modern timber structures a large number of beams are loaded with bending Contemporary engineering practice has shown that the effect of tangential stress and deflection of beams are not controlled during the design of this kind of beams. This could produce negative consequences in structure behavior during the exploitation. Using optimal design procedure in this article, the member is designed for bending in two planes. The following criteria must be observed: normal bending stress, shear stress and maximal deflection.

Keywords

References

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