Abstract

The Indonesian National Standardization Body has updated the regulations on procedures for planning and constructing buildings to make them more effective and efficient by issuing SNI 1726:2019 and SNI 2847:2019. The Training Center Building is planned in 2019 using SNI 1726:2012 and SNI 2847:2013. The purpose of this research was to evaluate the strength of the structural elements of the Training Center Building based on SNI 1726:2019 and SNI 2847:2019. This research was conducted using the Response spectrum method with the help of the ETABS.20.2.0 application and SP COLUMN.16 and was guided by SNI 1726:2019 and SNI 2847:2019. The results of the Modeling of the Training Center Building for mass participation that has occurred have not met the requirements of SNI 1726:2019 because they have not fulfilled the 100% requirement, namely 99.7% for the X direction and 99.7% for the Y direction, so that it is evaluated using SNI 1726:2019, participation is obtained the mass has been reached 100% in the 11th mode. The drift between floors for the X and Y directions is safe. Analysis based on SNI 2847:2019 has not met the safety requirements of the structure because there are 5 beams that experience overstress or overstress, namely beams B77, B78 on the 1st floor, beams B63 and B80 on the 2nd floor and beam B81 on the 3rd floor.

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