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

General view of the building
Kind of a building on satellite imagery

simulation design

General view of the calculation model of the building
A general view of the calculation model of a building (not shown conditionally coating)

The calculation results

According to the calculation of the end of the following results were obtained:

equivalent stress distribution map
total displacement distribution map
Deformation of the bottom chord of the most loaded truss

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.