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Determination of Internal Forces Essential for Design

  • 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.

Creating Loading Combinations
Increasing Reduced Internal Forces and Displacements According to Equivalent Base Shear Force
Calculation and Control of Relative Story Displacements
Calculation and Control of the Second Order Effects
Determination of Design Essential Internal Forces of Upper Section Elements in Basement Buildings
Determination of Design Basis Internal Forces of Basement Story Elements in Basement Buildings
Sample Column Results
Sample Shearwall Results
Design Essential Internal Forces for the Foundation

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Creating Loading Combinations

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