Abstract

The possibility of applying overload to the nodes of the bottom chord of the roof trusses of the Media Center building constructed as a part of the design of the temporary buildings and structures for the preparation and holding of the World Football Cup in the Russian Federation (Saransk) in 2018 is studied in the article. A variant of fixing the load with the help of the universal mounting is developed.

Highlights

  • After the end of the World Cup 2018 in Russia, a rich legacy in the form of sports facilities and infrastructure remained

  • Since mass events envisage performance on the speaker’s stage, and the stage, in turn, provides for suspended light and sound equipment, it became necessary to carry out activities for the preparation of truss structures for additional load application

  • To calculate the additional load, do the following: collect the load on the existing system, determine the applied loads, determine the internal forces arising in the rods of the truss from the combined effect of the design and applied loads, determine the load-carrying capacity of the nodes the farm connections, taking into account the applied load, with a positive result of the calculation of the possibility of applying additional load and develop a mounting option

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Summary

Introduction

After the end of the World Cup 2018 in Russia, a rich legacy in the form of sports facilities and infrastructure remained. It was immediately clear that they would continue to serve the benefit of the population of the organizing city: hotels will be partially transferred to the housing stock, improvement of the city will contribute to a more progressive cultural rest for citizens and tourists, new roads and interchanges will significantly reduce the time on the road and significantly reduce the transport load on the existing network, newly built or reconstructed facilities, such as the airport in the city of Saransk, will allow relocating with minimal time between cities. In order to get benefit out of empty space, the operating organizations received the right to rent out part of the auxiliary buildings for mass cultural events. Since mass events envisage performance on the speaker’s stage, and the stage, in turn, provides for suspended light and sound equipment, it became necessary to carry out activities for the preparation of truss structures for additional load application

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