Load combinations for the building were created automatically by the program according to TS 500 and TBDY 2018 4.4.2 and 4.4.4.
In accordance with TBDY 2018, direction combinations should be made for earthquake effects calculated for each horizontal direction. In this coupling process, one directional effect is combined with 30% of the other direction.
Since there are no elements specified in TBDY 188.8.131.52 in the structural system of the building, the vertical earthquake effect was calculated with the following equation without any calculation.
The loading combinations required by the earthquake regulation are as follows:
Combinations and obtaining internal forces essential to design will be detailed in subheadings.