Deterministic and Probabilistic Approach of Capacity of the Elements of a Lattice Gird

Marina Ćosić; Manojle Krstić; Sandra Filipović; Ivan Milojević; Nikolay Vatin

doi:10.4028/www.scientific.net/AMM.725-726.881

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Elasto-Plastic Stability Analysis of the Frame Structures Using the Tangent Modulus Approach
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The Algorithm of Solving the Problem of Large Elastic-Plastic Deformation by FEM
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Deterministic and Probabilistic Approach of Capacity of the Elements of a Lattice Gird
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Complex Testing and Rehabilitation Measures of the Bridges (Example of Road Bridge Across the South Morava, Serbia)
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 725-726Deterministic and Probabilistic Approach of...

Deterministic and Probabilistic Approach of Capacity of the Elements of a Lattice Gird

Abstract:

The problem that this work deals with, relates to the analysis of behavior of the lattice girder joint. We will analyse a strained diagonal, roof lattices, presented on picture 1, in which the maximum influence of a normal force is 509.1kN and there are two profiles L100x100x10 adopted, both turned backwards (to each other). The connection between the angle bar and joint sheet metal, 15mm thick, is achieved via 4 angle stitches, 7mm thick and 250mm long, that will, besides diagonal itself, be the topic of this work. Steel concerned is S235.

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Periodical:

Applied Mechanics and Materials (Volumes 725-726)

Pages:

881-887

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.725-726.881

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Online since:

January 2015

Authors:

Marina Ćosić*, Manojle Krstić, Sandra Filipović, Ivan Milojević, Nikolay Vatin

Keywords:

Lattice Gird, Probability of Collapse, Welded Connections

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