Vol. 3 No. 1 (2025): Jurnal Teknik Sipil LATERAL
Articles
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ANALISIS PERBANDINGAN STRUKTUR BETON DENGAN MUTU Fc’ 30 DAN Fc’ 35 PADA MODEL PERENCANAAN GEDUNG ORMAWA UNANTI
Abstract View: 240 PDF Download: 229This study will evaluate concrete buildings with grades Fc'30 and Fc'35 in the planning model for the student organization building at Tridinanti University. The observation and literature approach was the research methodology employed in this study. The literature review, data collecting, planned structure drawings, primary data, structural modeling, load analysis, structural analysis, and design control are the eight stages of this research Structural analysis in compliance with SNI 2847-2019, SNI 1726-2019, and SNI 1727-2020 utilizing the ETABS application version 21.1. According to the results of the structural design utilizing the Intermediate Moment Resisting Frame System (SRPMM), the reinforcement is of quality Fy = 420 MPa, and the concrete utilized has a quality of Fc' = 30 MPa and Fc' = 35 MPa. Beam B1, measuring 400 x 200 mm, received reinforcement in the form of 4D13 and 6D13 for support, and 7D13 for field reinforcement. The child beam, measuring 250 mm by 150 mm, is produced by using 2D13 field reinforcement and 2D13 support reinforcement. Columns measuring 450 mm by 450 mm were found to have 2D-120 stirrup reinforcement in addition to 8D22 and 8D24 main reinforcement. The beam's tensile axial force is 693.1914 kN, compressive axial force is 1154.677 kN, shear force is 946.2809 kN, beam support moment is 1130.7728 kN, and field moment is 1007, 1748 kN. These are the resulting shear force, axial force, and moment of force. In the meantime, the column field moment is 6599.6249 kN, the column support moment is 2486.1633 kN, the column shear force is 3955.943 kN, and the column tensile axial force is 1902.8033 kN.
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KAJIAN PENGELOLAAN PERSAMPAHAN DI KABUPATEN MUARA ENIM TAHUN 2024
Abstract View: 379 PDF Download: 231Waste is a major problem faced by Indonesia that must be resolved immediately. Along with the increasing population, consumption levels and technological advances are factors in the increasing amount of waste produced. Muara Enim Regency has 22 (twenty-two) Districts, currently the coverage of waste services has only reached 29.44%, only able to serve 2 (two) Districts, namely Muara Enim District and Lawang Kidul District under the supervision of the Muara Enim Waste UPTD and Lawang Kidul Waste UPTD, with 1 (one) existing Final Processing Site (TPA) namely the Bukit Kancil TPA located in Muara Enim City. Muara Enim District. Which causes low service coverage, waste handling percentage. This study aims to determine the right waste management to be implemented in Muara Enim Regency.
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ANALISIS PENGARUH TINGKAT PEMBANGUNAN INFRASTRUKTUR TERHADAP ANGKA KEMISKINAN DI KABUPATEN PENUKAL ABAB LEMATANG ILIR
Abstract View: 245 PDF Download: 453In the era of globalization, regional improvements can be seen through infrastructure development which is one of the important and essential aspects to accelerate the development process of a country and region. The central and regional governments continue to expand infrastructure throughout Indonesia every year. Infrastructure not only concerns the development of the transportation sector such as the construction of roads and bridges, but also basic service facilities in other sectors such as the business world, education, and health. The problem of poverty can be overcome by having infrastructure that supports the local community which can be done in the form of cooperation between business entities, this is stated in Presidential Regulation of the Republic of Indonesia Number 38 of 2015. The purpose of the study was to analyze the effect of the development of road, health, education and clean water infrastructure on poverty rates using correlation analysis and multiple regression analysis. The data obtained came from the Central Statistics Agency of PALI Regency from 2019 - 2023. The data will be analyzed using a descriptive and quantitative approach, namely explaining the trends that occur. The results of the study showed that the variable that greatly influenced the poverty rate was the human development index (HDI) with a Pearson correlation of 0.970 and a multiple regression coefficient of 0.448.
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ANALISIS DAMPAK LINGKUNGAN TERHADAP KEGIATAN OBJEK WISATA TAMAN PURBAKALA KERAJAAN SRIWIJAYA KOTA PALEMBANG
Abstract View: 263 PDF Download: 41Tourist attractions have an important role in the economic development of a region, but can also cause negative impacts such as environmental pollution due to operational activities of tourist attractions that invite many visitors which can produce waste. The purpose of this paper is to identify and analyze the environmental impacts that occur due to operational activities of the Sriwijaya Kingdom Archaeological Park in Palembang City. The research method used is survey and observation as well as sampling of ambient water and air quality which will later be analyzed by an accredited laboratory. Furthermore, the data analysis carried out is in the form of descriptive data analysis. The results of testing air and surface water quality samples showed that all parameters tested did not exceed the established environmental quality standards, and the noise level also did not exceed the threshold. For the magnitude of traffic congestion, a V/C value of 0.31 was obtained, which indicates that the traffic flow generated from this activity is a stable flow. Thus, the operational activities of the Sriwijaya Kingdom Archaeological Park tourist attraction do not affect environmental quality, but it is necessary to monitor the water quality around the location of the activity.
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ANALISIS PERBANDINGAN RENCANA ANGGARAN BIAYA DENGAN RENCANA ANGGARAN PELAKSANAAN (STUDI KASUS: PEMBANGUNAN RUMAH SUBSIDI PRITA RESIDENCE 2)
Abstract View: 356 PDF Download: 451The development of the construction industry in Indonesia is progressing rapidly, as evidenced by the increasing number of buildings, bridges, roads, and other structures built to meet the needs of the community. In 2022, the population of Banyuasin reached 839,401 people, with 89.23% owning their own homes, 1.81% renting, 7.00% living rent-free, and the remaining 1.96% falling into other categories. The Permen PUPR 2023 method is a cost calculation approach that includes components such as labor, materials, and equipment to determine unit prices for specific types of work. Meanwhile, the real method involves calculating coefficients based on manual calculations of the quantities of materials and wages used, adjusted to the specific work being carried out. The aim of this research is to determine the total cost values calculated using both methods—Permen PUPR 2023 and the real method—and to compare the differences between these total costs in the construction of the Prita Residence 2 subsidized housing project. Cost estimation was conducted based on the building volume calculated from the project drawings. Based on data processing, the Permen PUPR 2023 method resulted in a cost of Rp. 137,874,758, while the real method yielded a cost of Rp. 97,316,225, with a percentage difference of 29.41%.
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PERENCANAAN JALAN TANDING MARGA – SEI DUA KABUPATEN PENUKAL ABAB LEMATANG ILIR
Abstract View: 271 PDF Download: 333Roads are one of the means of land transportation and will continue to develop as one of the transportation infrastructures to meet the needs of the community in carrying out various activities. Road development is one of the things that continues to experience progress in terms of technology and the mindset of the people who use it, so that roads are an important place for the community. Jalan Tanding Marga to SEI Dua, Karang Tanding Village, North Penukal District is also a frequently used access road where the current condition still does not have a pavement construction so that planning is needed for the geometry and type of pavement. The research method carried out through several stages, namely topographic surveys, investigations of existing conditions, geometric planning of roads in the Geometric Planning Procedures for Roads issued by the Directorate General of Highways No.038/BM/1997 and determination of the thickness of the road pavement according to SNI 03-1732-1989. The results of the study showed that the design speed plan was 40 km/hour which met the technical requirements. The results of the analysis show that the recommended types of flexible pavement layers can use the AC-Base, AC-BC and AC-WC types with thicknesses of 150 mm, 60 mm and 40 mm respectively.
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ANALISIS PENGARUH CURAH HUJAN TERHADAP EROSI PADA JALAN TANJUNG BARANGAN KOTA PALEMBANG
Abstract View: 520 PDF Download: 351Jalan Tanjung Barangan is located in Kecamatan Bukit Baru, Palembang City, which hydrologically is included in the Lambidaro river basin (DAS). Erosion occurred at several points along the road at Tanjung Barangan, with the dominant land use at the research location being housing. At this location, a landslide disaster occurred on December 25 2021. The aim of this research was to determine the value of erosivity, the amount of soil eroded per year and the level of erosion hazard using the USLE (Universal Soil Loss Equation) calculation method. Samples were taken at 3 points on Jalan Tanjung Barangan where sieve and soil erodibility tests will be carried out in the laboratory. Furthermore, for the purposes of calculating erosion values, slope level, vegetation cover factors, secondary data was also collected in the form of rainfall data for 5 years at two rain post points, namely SMB II and Tanjung Barangan obtained from BMKG and the Ministry of PUPR BBWS Sumatra VIII, slope map slopes and topographic maps that will be analyzed together with the samples. The research found that the erosivity value of rain in the Lambidaro watershed was 235,374 kj/yr, eroded soil in the Tanjung Barangan area of Palembang City was 26.42 tons/yr/ha and the level of erosion hazard that occurred at the research location was class II with a mild classification, namely eroded soil. as much as 15-60 tons/year/ha.
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ANALISA KINERJA DAN TINGKAT PELAYANAN SIMPANG BERSINYAL KAPTEN A. RIVAI DENGAN METODE PKJI 2023
Abstract View: 612 PDF Download: 402Palembang is one of the major cities in Indonesia that has undergone rapid growth, particularly in infrastructure and transportation. This development has led to a significant increase in vehicle numbers and heavy traffic flow, which is further worsened by side-friction activities that cause vehicle congestion, delays, and increase the risk of accidents. As a result, these traffic conditions reduce the comfort and safety of road users. The Kapten A. Rivai intersection, the focus of this study, serves as a key junction in Palembang, connecting office districts, shopping centers, and schools. The problem addressed in this research is how to analyze the performance and Level of Service (LOS) of the signalized intersection at Kapten A. Rivai using the PKJI 2023 method, with the goal of assessing the intersection’s overall performance and service quality. The findings show that during the evening peak hour on Tuesday (5:00 PM – 6:00 PM), the highest traffic volume at the Kapten A. Rivai intersection was recorded on the Jaksa Agung Soeprapto approach, with a capacity of 699 vehicles/hour and a saturation degree of 0.9. The average delay at the intersection was 49.57 seconds/vehicle, placing its Level of Service (LOS) in category E.
