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All Journal BERNAS: Jurnal Pengabdian Kepada Masyarakat Journal of Artificial Intelligence and Digital Business SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Yayat Hendrayana, Yayat
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SOSIALISASI SISTEM FILTRASI AIR SUNGAI UNTUK KEBUTUHAN MUSHOLA DI DESA CIPAKU Rijaluddin, Arief; Susandi, Dony; Koswara, Engkos; Sujadi, Harun; Budiman; Whydiantoro; Hendrayana, Yayat; Ariandoyo, Dodi
BERNAS: Jurnal Pengabdian Kepada Masyarakat Vol. 6 No. 1 (2025)
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/jb.v6i1.11966

Abstract

Kebutuhan akan air bersih, merupakan kebutuhan yang sangat penting selama manusia hidup di muka bumi ini, sementara itu sumber air bersih semakin berkurang, oleh karena itu diperlukan suatu usaha yang baik agar kebutuhan akan air bersih bisa tersedia, baik dengan cara pemeliharaan hutan, pembuatan sumur resapan ataupun hal lain yang dapat dilakuakan, sehingga masyarakat luas baik perorangan ataupun lembaga bisa terpenuhi kebutuhannnya, apalagi seperti mushola yang membutuhkan air untuk kebutuhan berwudhu dan sebagainya, sehingga kebutuhan air menjadi sangatlah mutlak.  Sebagian besar wilayah pedesaan mungkin tidak memiliki akses mudah ke sumber air bersih yang aman. Air yang diambil dari sumur, sungai, atau mata air seringkali dapat terkontaminasi oleh bakteri, parasit, atau bahan kimia berbahaya. Oleh karena itu, filtrasi air diperlukan untuk memastikan ketersediaan air bersih yang aman untuk diminum dan digunakan dalam kehidupan sehari-hari. Tidak terkecuali untuk sarana ibadah, dimana memerlukan untuk kebutuhan wudhu setiap jamaah yang ada di sarana ibadah tersebut
Geometric Evaluation of Bends: Systematic Literature Review on Suitability to Driver Safety Wandhani, Intannia; Rifatunnisa, Rifatunnisa; Lasti, Silpi Naskah; Hendrayana, Yayat; Handayani, Susanty
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 2 (2025): Mei - Juli
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i2.1410

Abstract

Road safety issues on curves are a significant concern in reducing traffic accidents in Indonesia. Roads like the Cibatu–Sidamukti route have sharp bends that pose serious risks, worsened by natural factors (heavy rain, slippery surfaces) and inadequate infrastructure (lack of signage, poor road conditions, ineffective drainage). Additional risks come from poor lighting and undisciplined driver behavior. This study highlights the importance of addressing curve-related hazards by examining technical (road geometry, surface quality, signage, markings, lighting) and non-technical (driver behavior, vehicle condition) causes of accidents. Using a literature review method, the study analyzes scientific articles, journals, and books to build a strong theoretical foundation and identify research gaps. The primary focus is evaluating curve geometry's suitability for driver safety, especially in tourist areas with high accident potential. This evaluation is intended to support recommendations for road design improvements and the implementation of necessary safety measures. The findings are expected to serve as valuable input for local governments and stakeholders to improve road safety.
METODE PELAKSANAAN PEKERJAAN STRUKTUR BAWAH JEMBATAN CIHIEUM KECAMATAN LEMAHSUGIH KABUPATEN MAJALENGKA Aditya Rachman, Damas; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

Bridge abutments connect the deck, or surface of the bridge, to the ground and help support its weight both horizontally and vertically. On short bridges, one abutment is placed at either end of the bridge and connected to the embankment, sometimes including a retaining wall. The choice of abutment depends on the available space, geologic features of the bridge site, and available funding for the project. This Cihieum bridge was built using a composite steel structure with a span of 30 m and a width of 7 m, consisting of 2 abutments. With an implementation time of 150 calendar days.
ANALISA PERENCANAAN TEKNIS PERHITUNGAN STRUKTUR BALOK DAN PLAT LANTAI MENGGUNAKAN SAP 2000 Rizki Nurul Hakiki, Muhammad; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 4 (2019): Inovasi Desa Menuju Era 4.0 : Merangsang Inovasi Desa Melalui Pemanfaatan Internet of
Publisher : Universitas Majalengka

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Abstract

The Silktown apartment project Alexandria tower has a number of 33 floors, 869 units is one of the apartment projects in the city to meet the needs of the megapolitan community for residential homes. This apartment is a community dream to have a modern residence with luxurious facilities. The structure used in the silktown Alexandria tower apartment construction project uses reinforced concrete structures with fc'35 MPa concrete quality and the quality of reinforcement in this project using Fy 400 Mpa (BJTD - 40)> D10 and Fy 240 Mpa (BJTP-24) <8 guideline for planning the structure of this project namely PPUIG 1983, SKSNI T-15-1991, SNI 03-2847-2002 and structural analysis using SAP2000 to calculate the loading that occurs with the final result in the form of Moment value, shear force is carried out regarding structural elements including: plate, beam and column. The results of the analysis and calculation of the structure will get how much reinforcement and inter-reinforcement distance needed in each structural element then described in accordance with the detailed reinforced concrete.
METODE PELAKSANAAN PERKERASAN LENTUR HOT ROLLED SHEET (HRS) PADA PROYEK PEMBANGUNAN GEDUNG CREATIVE CENTER MAJALENGKA Rohendi, Firdha Aulia Agustina; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.865

Abstract

Abstract Practical work is one of the compulsory subjects for civil engineering study program students in accordance with the curriculum at Majalengka University which is one of the requirements for the Final Project. Practical work is observing a field object so that students are expected to have the opportunity to find out about field activities directly and apply them accordingly. with theory and practice learned in college.In this case the author presents a report on submitting practical work on the Creative Center Building Project located in Pujasera, Majalengka District, Majalengka Regency with the title "Method of implementing flexible pavement on the Majalengka Creative Center Building project". This Creative Center building was built for creativity and provides facilities in the form of a Tourist Information Center (ITC), Basketball Court, Amphitheater, Skateboard, Mep Room (Mechanical Electrical and Plumbing, Art Park and Parking Area).In preparing this practical work report, the main discussion that will be carried out is regarding the method of implementing flexible pavement for the Majalengka Creative Center Building project which includes the process and work on the pavement and can better understand the stages of implementation.The use of asphalt as a binder in flexible pavement is very large, so many infrastructures always use asphalt as a material for construction. Keywords : creative center majalengka building construction project, hot rolled sheet (hrs) flexible pavement implementation method
Analisa Perhitungan Timbunan Maindam Pada Proyek Bendungan Cipanas Kab. Sumedang Paket 3 Menggunakan Metode Cross Section Ayu Lestari, Diah; Hendrayana, Yayat; Toruan, Erni Sari Lumban
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.940

Abstract

The purpose of this research is to know the calculation of the main dam volume in the Cipanas Dam Development Project, Kab. Sumedang Package 3 uses the Cross-Section Method, knowing the calculation of the productivity of the heavy equipment used, and knowing the stages of carrying out the main dam embankment work.The method of calculating the volume of main dam embankment material uses the coordinate point method of the cross-section method to calculate the cross-sectional area at each station point where the coordinate point data is X as distance and Y as elevation. At each of the two station points the cross-sectional area results at each station point will be calculated for the average cross-sectional area and then multiplied by the distance between the two station points to get the main dam embankment volume calculation results.The results of the calculation of the volume of the main dam embankment in the Cipanas Dam Development Project, Kab. Sumedang Package 3 uses the cross-section method, namely 133,967.48 m3 for main dam embankments zone 1, 71,834.86 m3 for maindam embankments zone 2a, 54,229.91 m3 for main dam embankments zone 2b, 805,398.12 m3 for main dam embankments zone 3, 60,161 .47 m3 for zone 4 main dam embankment.
ANALISIS STRUKTUR PEMBEBANAN KONSTRUKSI BANGUNAN GEDUNG KEJAKSAAN NEGERI KABUPATEN MAJALENGKA Indrahayu, Agus; Hendrayana, Yayat; Kholiq, Abdul
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.945

Abstract

Dalam perencanaan struktur beton bertulang perlu adanya kepastian tentang keamanan struktur terhadap keruntuhan yang mungkin terjadi selama umur bangunan. Berbagai hal perlu ditinjau yang meliputi beberapa kriteria yaitu kekuatan, kekakuan, dan kemampuan menerima beban, sehingga diperoleh kekuatan yang optimum. Penelitian ini mengacu pada aturan Standar Nasional Indonesia (SNI) yang meliputi SNI 1726:2012, SNI 1727:2013, dan SNI 2847:2013. Analisis struktur pada penelitian ini dilakukan dengan bantuan program komputer SAP2000 v.14. Analisis dilakukan dengan pemodelan 3 dimensi, kemudian diperoleh momen ultimit dan beban aksial ultimit yang akan membantu dalam perencanaan tulangan balok dan kolom yang aman bagi bangunan. Hasil akhir analisis dari program komputer SAP2000 v.14 menunjukkan bahwa struktur balok dan kolom cukup aman untuk memikul beban mati, hidup, angin dan gempa. Dari hasil perencanaan diperoleh dimensi dan jumlah tulangan yang telah memenuhi syarat, dimana untuk balok ØMn > Mu, dan untuk kolom ØMn > Mu, ØPn > Pu
ANALISA TINGKAT KERUSAKAN JALAN DENGAN METODE PAVEMENT CONDITION INDEX (PCI) SEBAGAI PENENTU PERBAIKAN JALAN (STUDI KASUS JALAN PEREMPATAN TARIKOLOT MAJALENGKA-JALAN BUNDERAN BARIBIS) Budi Irawanto; Rijaluddin, Arief; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.964

Abstract

Jalan merupakan prasarana transportasi yang sangat berperan penting dalam mengalihkan arus lalu lintas. Saat ada ruas jalan yang terhadi kerusakan, maka akan berdampak cukup besar pada arus lalu lintas. Kerusakan jalan dapat dianalisis untuk mengetahui penyebab terjadinya dan altenatif penyelesaiannya. Penelitian ini bertujuan untuk mengetahui jenis-jenis kerusakan jalan dan nilai kondisi jalan sehingga dapat menentukan cara perbaikannya. Metode yang digunakan dalam meneliti ini adalah metode Pavement Condition Index (PCI). Berdasarkan nilai prioritas Direktorat Jenderal Bina Marga dan Manual Pemeliharaan Rutin Jalan. Penelitian dilakukan dengan pengamatan kondisi ruas jalan dengan mengukur luasan masing-masing kerusakan dengan menggunakan mistar. Data sekunder dari Dinas Pekerjaan Umum Penatan Ruang Dan Perumahan Rakyat Kabupaten Majalengka Provinsi Jawa Barat. Berdasarkan hasil evaluasi kondisi perkerasan jalan perempatan Desa tarikolot sampai jalan Bunderan Baribis Majalengka (Sta 3+000 samapai dengan Sta 6+000), untuk sampel/segmen 5 Sta 5+000 – 5+500 nilai Pavement Condition Index sebesar 27 dan ratting dalam kondisi poor (jelek) dan nilai yang ditentukan menurut bina marga sebesar 8 maka dilakukan pemeliharaan rutin, sedangkan untuk Nilai keseluruhan rata-rata pavement condition index maka diperoleh nilai 44,17 dan ratting dalam kondisi fair (sedang), dan nilai yang diteentukan menurut bina marga sebesar 9 maka dilakukan pemeliharaan rutin. Kata Kunci: Kerusakan Jalan, Metode Pavement Condition Index, Penanganan kerusakan
PELAKSANAAN PEKERJAAN STRUKTUR BAWAH BANGUNAN GEDUNG SERBAGUNA GELANGGANG GENERASI MUDA MAJALENGKA Gumilar, Raharja; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1158

Abstract

The Majalengka Regency Youth Center Development Project is an important historical milestone for infrastructure development in the Majalengka Regency area. The concept of an oval-shaped building like a stadium gives uniqueness to the design of the foundation of this building. Basically, the substructure is a very vital component for the success of a building, so the author is interested in looking further into the substructure, especially in work methods or work implementation. This research uses a qualitative approach, which can be interpreted as directly describing the work of the lower structures in the project which is used as the research object. The implementation of the lower structure work starts with the piling work and then continues with the pile cap work, carried out in stages using a zone system. In the realization of the implementation of the lower structure work on the GGM project, namely the piling work starting from site preparation, mobilization and set up of HSPD piling tools, measuring pile points, driving piles using the hydraulic jack-in pile method, testing piles, and pile head treatment, continued with the implementation of pile cap work starting from preparation, measurement and bow plank, soil excavation, installation of formwork, reinforcement and casting.
Co-Authors Abdul Kholiq Aditya Rachman, Damas Ariandoyo, Dodi Arief Rijaluddin Budi Irawanto Budiman Diah Ayu Lestari Dony Susandi Gumilar, Raharja Handayani, Susanty Harun Sujadi Indrahayu, Agus Koswara, Engkos Lasti, Silpi Naskah Rifatunnisa, Rifatunnisa Rizki Nurul Hakiki, Muhammad Rohendi, Firdha Aulia Agustina Toruan, Erni Sari Lumban Wandhani, Intannia Whydiantoro