Analytical calculation of the deflection of an externally statically indeterminate lattice truss

A scheme of a statically definable truss with additional supports is proposed. Derive formulas for the dependence of the deflection of the truss against the number of panels for three types of symmetrical loads. It is shown that for definite numbers of panels the determinant of the system of equatio...

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Bibliographic Details
Main Authors: Kirsanov Mikhail, Komerzan Evgeny, Sviridenko Olesya
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_05027.pdf