Calculation of the deflection of an arched truss with suspended elements depending on the number of panels

The aim of the work - to propose a scheme and analytical calculation of a statically definable planar truss with a suspended lower belt. Methods. The formula for the dependence of the deflection of the truss under the action of a uniform load on the lower belt on its size and the number of panels is...

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Bibliographic Details
Main Author: Mikhail N. Kirsanov
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2020-12-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
Online Access:http://journals.rudn.ru/structural-mechanics/article/viewFile/23956/18316