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  • 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 4.4.3.1 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.

 

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