Wind load calculation for the Management and community center building
For the numerical simulation the wind speed and profile were accepted according to RC 20.133330.2016. The simulation of external flow around building was performed by 24 wind directions with step 15°.
Wind load calculation allowed finding the isofield of the average wind pressure so as the peak positive and negative wind pressure.
For convenience of using the obtained wind load values in calculating the load carrying structures and facades, the simulation results are given in form of charts and diagrams of loads on the building depending on the wind direction.