Fitness center with ice rink
Place of construction: Moscow, ul.Lobnenskaya 13A, Building 1
Building structure consists of two parts, the building framework is a set of trusses, which are interconnected via a system runs. Bearing truss is pivotally mounted to the support columns
The calculation results
According to the calculation of the end of the following results were obtained:
Summarizing the results, we can conclude that the design of the building is capable of carrying the load applied to it, corresponding to the construction area, and does not require additional measures to increase the strength characteristics.