Studi Komparasi Perancangan Balok Struktural Berdasarkan SNI 2847-2002, SNI 2847-2013 Dan SNI 2847-2019

Noerman Adi Prasetya (Program Studi Teknik Sipi, Universitas Borneo Tarakan)
Ahmad Hernadi (Program Studi Teknik Sipi, Universitas Borneo Tarakan)
Agung Nugroho (Program Studi Teknik Sipi, Universitas Borneo Tarakan)

Borneo Engineering : Jurnal Teknik Sipil
Volume 5 Nomor 3 Tahun 2021

This study aims to determine the difference in structural beam design using SNI 2847-2002, SNI 2847-2013 and SNI 2847-2019 by comparing the bending and shear reinforcement in the case study of the Faculty of Health Sciences Building, University of Borneo Tarakan. The results of the comparisons include: the maximum reinforcement ratio at SNI 2847-2013 and 2019 is around 16,667% smaller than SNI 2847-2002, the flexural capacity of the beam design results from SNI 2847-2013 and 2019 increases by about 12.5% compared to SNI 2847-2002, The shear capacity of concrete (Vc) designed with SNI 2847-2013 and 2019 increased by about 2% compared to SNI 2847-2002, as well as the design shear capacity of the accumulated concrete and shear reinforcement designed by SNI 2847-2013 and 2019 increased no more than 1% compared to SNI 2847-2002.