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Finding the dependence of the deflection of a flat beam-cantilevered truss on the number of panels in the Maple systemстатья
- Автор: Domanov E.V.
- Журнал: Постулат
- Номер: 12
- Год издания: 2018
- Первая страница: 38 (6 p.)
- Аннотация: A statically definable truss is uniformly loaded over the nodes of the upper belt. Console parts have one panel each. The coefficients of the formula are obtained by induction on the basis of a number of solutions for trusses with a consistently increasing number of panels. To find the deflection, the Maxwell — Mohr formula is used. All truss rods have the same stiffness. For example, graphs of the obtained non-monotonic dependence are plotted.
- Добавил в систему: Осадченко Николай Владимирович
Прикрепленные файлы
| № | Имя | Описание | Имя файла | Размер | Добавлен |
|---|---|---|---|---|---|
| 1. | Полный текст | Статья «Finding the dependence of the deflection of a flat beam-cantilevered truss on the number of panels in the Maple system» | Domanv38.pdf | 392,0 КБ | 1 марта 2019 [OsadchenkoNV] |