SPECIAL ASPECTS OF WORKING METAL TRUSSES FROM THE WIND LOAD

V. V. Marochka, O. P. Verovka

Abstract


There is a problem of simplified of computational models, which are used at calculation and designing of metal superstructures as a frame. Sometime it leads to the considerable errors in calculations. In this work researches of dimensioned behavior of a superstructure by a finite element method was implemented. In the capacity of calculated construction the standard superstructure (a type project №690/2) has been used. Ground obtained results the model for calculation of supplemental forces in chords was designed, which simulate a behavior of constructional.


Keywords


work; space; steel truss

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ISSN 2307–3489 (Print)
ІSSN 2307–6666 (Online)