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Mathematical model of a four-segment statically determinate spatial trussстатья
- Автор: Kirsanov M.N.
- Журнал: Строительная механика и конструкции
- Том: 3
- Номер: 26
- Год издания: 2020
- Первая страница: 7
- Последняя страница: 12
- Аннотация: The truss consists of four identical segments – rays connected in the center. The supports are located at the ends of the segments, each of which is a gable space truss. The design deflection is calculated in an analytical form for three types of loads. The result in the form of a polynomial in the number of panels is generalized to an arbitrary number of panels in the segment. The distribution of forces in the rods of the structure is shown. Linear asymptotics of the solution are found.
- Добавил в систему: Кирсанов Михаил Николаевич