New design form of steel combined roof trusses

Abstract

In this article, a new method of increasing the efficiency of combined steel roof trusses is proposed and considered. A rational shape of the steel roof truss, including its topology and rational geometric parameters, was obtained, but without obtaining a rational SSS. A proposed method provides the adjustment of SSS in the truss by changing the upper belt panel length. On the basis of the obtained rational SSS of the combined truss, a new structural form is proposed. It is shown that thanks to the proposed method, it is possible to obtain a more efficient design by 18-32%, compared to typical ones. The diagram of the moments in the stiffness beam of the reference truss and the truss with SSS regulation is given. Further directions of research are determined, in particular, the development or improvement of rational structural forms and the use of calculation method of regulation of SSS in the stiffness beam of the steel combined truss.

Efficiency of Rational Combined Steel Trusses

“…The implementation of advanced materials made it possible to significantly improve the operational characteristics of steel trusses (Hohol et al, 2023;Hohol et al, 2022;Lavrinenko et al, 2019;Shymanovskiy et al, 2018). The modern level of production of rolled profiles makes it possible to produce such cross-sections of the rods of combined trusses that correspond to the work of the elements in compression, tension, bending, compression with bending .…”