Analytical dependence of the deflection of the spatial truss on the number of panels

A statically definable girder truss consists of two flat side trusses with parallel belts and descending braces, connected along the upper and lower belt by horizontal ties. The truss at the corners has four supports, the vertical reaction of one of which is selected from the equilibrium condition o...

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Bibliographic Details
Main Author: M.N. Kirsanov
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2020-06-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:https://engstroy.spbstu.ru/userfiles/files/2020/4(96)/09.pdf