Analytical calculation of the frame with an arbitrary number of panels
A rod model of a statically determinate planar frame with four supports is proposed. The task is to obtain an analytical dependence of the deflection of the truss under the action of various loads on the number of panels in the crossbar and in vertical support trusses. To solve the problem, the comp...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2018-10-01
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| Series: | Инженерно-строительный журнал |
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| Online Access: | https://engstroy.spbstu.ru/en/article/2018.82.12/ |