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Nita Anggraini
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Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Published by Universitas Muhammadiyah Palembang
ISSN : 20856261     EISSN : 26231409     DOI : https://doi.org/10.32502/jbearing.v5i4
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
BEARING is a research journal and study in civil engineering that presents research results in the fields of building and structural engineering, transportation, water resources engineering and management, geotechnical engineering, infrastructure management, and environmental engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 174 Documents
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Pengaruh Letak Bracing Pada Menara Air 5000 Liter Terhadap P-Delta Anggrainy, Rita; Irawan, Teddy; Zulfiati, Ria
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i2.10547

Abstract

An unstable structure will undergo significantly greater deformation under loading compared to a stable structure. To enhance stability, one common method is the incorporation of a bracing system (structural reinforcement elements). Bracing helps resist vertical loads such as gravity, as well as horizontal or lateral forces such as earthquake loads, thereby reducing the potential for excessive vibration or sway in the building. The water tower, which functions as a storage structure, was analyzed using three bracing configuration models through structural analysis. The P-Delta effect in Model Type 1 reached 1.74 mm, while the minimum value was observed in Model Type 2 at 0.83 mm. In contrast, Model Type 3 showed a non-optimal P-Delta value of 1.52 mm. These variations occurred due to the influence of the different bracing arrangements. Model Type 2 demonstrated the most optimal P-Delta performance among the three configurations.
Penanganan Longsor dan Rencana Anggaran Biaya dengan Bronjong di Dusun Samondung Kecamatan Lenteng Sumenep Firatama, Aditya Dandy; Putra, Efendi Pratama; Ishaq, Ishaq; Wardi, Ahmad Helmi Zaki; Hisam, Moh. Abqariyyin
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i2.10543

Abstract

The river in Samondung Hamlet, Lenteng Subdistrict, Sumenep District is one of the rivers that often occurs landslides on the cliffs.  It occurs because of the erosion of water against the river cliff, resulting in damage and causing landslides. Determining the gabion dimensions and Budget Plan Cost (RAB) in Samondung Hamlet Lenteng District Sumenep was the aim of this study. SNI 03-0090-1999 is used in the gabion dimension planning method, and the AHSP Sumenep District in 2024 is used to calculate the Budget Plan Cost (RAB) in this study. The study's findings revealed a dimensional plan of gabions used in the river in Samondung hamlet Lenteng District Sumenep Regency. These gabions are type D, measuring 2 x 1 x 0,5, with a capacity of 1 m³, holes measuring 80 mm by 100 mm, three windings, tensile strength of 41 kg/m², and a weight of 15,5 kg per sheet. Budget Plan Cost (RAB) of cliff reinforcement design from STA 0+000 to STA 0+150 amounted to Rp. 92.332.226,00 inc. PPN 11%.
Analisa Imbangan Air Irigasi di Lahan Persawahan Kecamatan Metro Timur Kota Metro Martini, RA. Sri; Revisdah, Revisdah; Agusri, Erny; Jonizar, Jonizar; Fatturrohman, Fatturrohman
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i2.10580

Abstract

East Metro District is one of the regions in Metro City where the majority of residents depend on farming for their livelihood. A significant challenge faced by farmers in this area is the lack of sufficient water for rice field irrigation. This study utilizes two methods: the KP-01 manual technique to estimate irrigation water demand and the FJ Mock method to assess water availability. After both values were calculated, a comparison was made to evaluate the balance between water demand and supply. The findings revealed that during Planting Period I, the average irrigation water demand was 0.41 m³/sec, while the available water was only 0.12 m³/sec. In Planting Period II, the average water requirement increased to 0.40 m³/sec, with water availability at 0.08 m³/sec. During Planting Period III, the irrigation demand averaged 0.20 m³/sec, while the available water was only 0.06 m³/sec.
Kajian Penerapan Teknologi Cerdas dalam Sistem Multi-Lane Free Flow (MLFF) Pada Jalan Toll Trans Sumatera Winanti, Lisa Ayu; Fitriani, Heni
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 2 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i2.10548

Abstract

Queues at toll gates remain a major problem on highways. This often causes congestion when approaching the toll gates, as the number of incoming vehicles exceeds the existing service capacity. The Indonesian government will implement a Multi-Lane Free Flow (MLFF) system as a solution so that toll road users do not need to stop their vehicles when making toll payments. However, the government needs to further investigate the problems that may arise from eliminating queues, such as changes in traffic characteristics and vehicle arrival times at major toll road intersections. This study examines the implementation plan and attempts to identify potential problems when MLFF is implemented. It also examines how to maintain these positive impacts so that the toll road can meet minimum service standards. This study uses forecasting or time series methods for traffic occurrences, taking into account service times, queuing systems, and gate capacity. This study also considers the project's financial feasibility based on toll revenues and a cost-benefit analysis of the toll road. Based on the results of this study, it can be concluded that the implementation of the MLFF system at the Keramasan toll gate is feasible from a physical and financial perspective. However, in the transition process, good socialization is needed from the government and toll road investors, as well as public acceptance of the MLFF system or this new payment transaction.

Page 18 of 18 | Total Record : 174

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