EXACT SOLUTION OF THE PROBLEM OF DEFLECTION OF A TRUSS WITH AN ARBITRARY NUMBER OF PANELS IN THE MAPLE SYSTEM
This article presents the formulae derived for statically determinate flat truss under load evenly distributed in the lower boom depending on the number of panels. The truss lattice with lowering diagonals is symmetric with respect to the middle. In order to calculate the forces in the rods, method...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2017-03-01
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| Series: | Stroitel’stvo: Nauka i Obrazovanie |
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| Online Access: | http://nso-journal.ru/public/journals/1/issues/2017/01/01_01_2017.pdf |