Spacebeam structures is technology of contemporary forms
N.А. Buzalo, Ph.D. in Engineering, Professor of Department «Industrial and Civil Engineering,
Geotechnics and Foundation Engineering»;
A.О. Tsvetkova, master of Department «Industrial and Civil Engineering,
Geotechnics and Foundation Engineering»
Platov SouthRussian State Polytechnic University (Novocherkassk)
Abstract. The article presents the collection of snow loads on the nodes of a geodesic dome with a diameter of 10 m and a height of 5 m in accordance with set of rules 20.13330.2011, the main formulas and conditions for calculating two variants of snow loads are gradually disassembled. The calculations are illustrated with explanations on the example of the geodetic dome scheme of the above dimensions. The results of the work performed can be used to collect loads in the points of the geodesic dome.
Key words: reticulated structure; geodesic dome; decomposition rate; sphere segment; methods of erection.