STRUCTURAL EFFICIENCY OF STEEL COMBINED TRUSSES
نویسندگان
چکیده
In this article on increasing the efficiency of steel combined structures, tasks rational design, regulation and control structural parameters elements, use steels with increased mechanical properties are considered. It is shown that for a six-span stiffening girder truss elastic supports, which operates under distributed load, moment 72 times smaller than single-span beam. suggested to high-strength braces. Rationality criteria proposed. On basis rationality criteria, new trusses were developed their models designed stress tests. The results experimental studies presented. conducted qualitatively quantitatively confirmed theoretical obtained proposed theory.
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ژورنال
عنوان ژورنال: Theory and building practice
سال: 2022
ISSN: ['2707-1057']
DOI: https://doi.org/10.23939/jtbp2022.02.058