ANALISIS PERBANDINGAN PENULANGAN STRUKTUR BETON TAHAN GEMPA TERHADAP BIAYA KONSTRUKSI BERDASARKAN SNI GEMPA 1726:2019 DENGAN SNI 03-2847-2002 DAN SNI 2847:2013 PADA PERENCANAAN STRUKTUR HOTEL 5 LANTAI GRAND VICTORIA KEDONGANAN

Abstract

SNI 2847:2013 concerning "Structural Concrete Requirements for Building Structures" is a form of renewal of the procedures for reinforced concrete structures in Indonesia that are currently in effect. SNI 03 - 2847 - 2002 was replaced after 10 years by new regulations that certainly aim to reduce the impact of earthquakes. The preparation of SNI 2847:2013 uses ACI318M-11 because like the previous regulations that refer to the standards provided by the American Concrete Institute (ACI). This research method is carried out descriptively analytically. Structural planning is very necessary to get a building that is in accordance with the Indonesian National Standard regulations.

In the Comparative Analysis of Earthquake-Resistant Concrete Structure Reinforcement Against Construction Costs Based on SNI Earthquake 1726:2019 With SNI 03-2847-2002 And SNI 2847:2013 In the Structural Planning of the 5-Storey Grand Victoria Kedonganan Hotel, it refers to the Indonesian National Standard (SNI) regulations, SNI 1726:2019 (Procedures for Earthquake Resistance Planning for Building and Non-Building Structures), (SNI 03-2847-2002) and (SNI 2847:2013) Procedures for Calculating Concrete Structures for Buildings as a comparative analysis, Minimum Load for Designing Buildings and Other Structures, SNI 1727-2020. In the review and design, this structure is modeled through SAP 2000 V.22 and Autodesk AutoCAD 2021. The purpose of this study is to determine the dimensions and structural elements that are safe to use for column and beam structures. The calculation of the structural strength is calculated using the Special Moment Resisting Frame System (SRPMK) method in accordance with the provisions of the seismic design category (D). The results of this study are differences in the results of the analysis (SNI 03-2847-2002) and (SNI 2847: 2013) namely in the amount of flexural reinforcement obtained from the calculation results of 4.94% in column flexural reinforcement and 5.70% in beam flexural reinforcement, as well as differences in the cost of reinforcement work of 4.71%, this is due to differences in the reduction factors used according to the regulations (SNI 03-2847-2002) and (SNI 2847: 2013).