Analisis Perencanaan Struktur Balok Gedung X Kabupaten Kampar

Abstract

Planning a building certainly must pay attention to several main elements, such as beauty, comfort, strength, and the economic value of the construction of the building. One of the most influential factors in planning the structure of a building is the strength of the structure. The purpose of this study is to determine other design alternatives for the PMI building beams in Kampar Regency and determine which planning is more efficient, simple, optimal, fast and precise.The results of the research conducted using the standard analysis of SNI 2847-2019 "Requirements for Structural Concrete for Buildings" show that the dimensions of the beam after the analysis are found to be 200 × 350 beam dimensions using 21 MPa concrete fc. Height measurements for floor slabs based on SNI 2847-2019 are found to be 130 mm in height. The design of the beam in the support area was found to use 2D19 for the bottom reinforcement and the top reinforcement using 4D19 with a steel fy of 400 MPa. The design of the beam in the field area based on the analysis of SNI 2847-2019 found the results for the upper reinforcement 4D19 and the lower reinforcement 6D19 with a steel fy of 400 Mpa. The stirrup area from the analysis results using 10-50 mm for the support area and 10-125 mm for the field area. For steel using fy quality 240 Mpa.