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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.
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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.
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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.
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The loading combinations required by the earthquake regulation are as follows:
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Combinations and obtaining internal forces essential to design will be detailed in subheadings.
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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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