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All Journal Jurnal Ilmiah Merpati (Menara Penelitian Akademika Teknologi Informasi) JURNAL PASTI (PENELITIAN DAN APLIKASI SISTEM DAN TEKNIK INDUSTRI) Journal of Advanced Civil and Environmental Engineering Jurnal Ilmiah Universitas Batanghari Jambi YUSTISI Jurnal Kridatama Sains dan Teknologi Journal of Applied Science, Engineering, Technology, and Education Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Teslink : Teknik Sipil dan Lingkungan Yustisi: Jurnal Hukum dan Hukum Islam Mechonversio: Mechanical Engineering Journal Multicience Teknologika Jurnal Tera Innovative: Journal Of Social Science Research Madani: Multidisciplinary Scientific Journal Media Abdimas Jurnal Teknik Indonesia Teknokris Jurnal Sipil Krisna Jurnal Ilmiah Plano Krisna Journal of Social Work and Empowerment Nusantara Journal of Multidisciplinary Science Jurnal Teknik dan Teknologi Indonesia Qomaruna Jurnal Teknologi dan Sains Modern NU-JST PASAK: Jurnal Teknik Sipil dan Bangunan
Yonas Prima Arga Rumbyarso
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Krisnadwipayana, Jakarta, Indonesia
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Physics Public Health Social Sciences Transportation Other

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Analisis Perkuatan Rangka Atap Baja pada Bangunan Gedung Heritage 1921 Menggunakan Software SAP 2000 Prima Arga Rumbyarso, Yonas
Jurnal Teknik Indonesia Vol. 1 No. 1 (2022): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (808.755 KB) | DOI: 10.58860/jti.v1i1.2

Abstract

Introduction: The roof truss construction used in the cultural heritage building in this analysis is a truss roof truss with 2L angle steel profiles (double elbow) 40.40, 50.50, 60.60, 70.70, IWF steel profile gording 150x150, and roof tile coverings, with a length ofroof 102 m, width 21.6 m, height 5 m, with a distance of 7.4 m and 4.1 m truss. The cultural heritage building discussed in this analysis is the roof, namely the horses. Method: The method used in this study is to collect data in the form of shop drawings. The purpose of the study was to identify the capability of the roof structure with the updated loading regulations RSNI 1727-2018. Results: This analysis uses the latest RSNI 1727-2018 loading regulations and the latest SNI 1729-2015 steel regulations, does not change the installed materials and existing shapes, and does not use earthquake and rain loads, only live/maintenance loads, heavy dead loads. roof coverings, ceilings and hangers, and compressed and suction wind loads. Conclusion: From the resultsof this analysis, it is assumed that the rusted steel profile has been replaced, there are two truss rods that need to be replaced with a 2L 80.80 double angled profile with initial data of a 70.70 2L profile. Analysis of the 3-dimensional roof structure with SAP2000 software by reviewing the dead load, the live load of workers according to the loading regulations of the RSNI 1727-2018, taking into account the compressed wind load of 75.82 m2, the suction wind load of 57.37 m2 according to the wind speed of 40 m/s
PROJECT SCHEDULING WITH CPM AND PERT METHODS ON THE PT. JAKARTA INDUSTRIAL ESTATE PULOGADUNG MOSQUE CONSTRUCTION PROJECT FAIZAL ADDIN ACHMAD; YONAS PRIMA ARGA RUMBYARSO
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 03 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - EDITION SEPTEMBER - DECEMBER 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Project implementation requires accurate planning, scheduling, and management, covering various aspects such as resources, availability of materials, equipment, natural conditions, weather, and other factors that affect project development. Project planning reflects the relationship between activities and the overall project sequence, and helps in prioritizing the relationship between activities. Various methods are available to analyze project schedules. This research uses the Critical Path Method and Progam Evaluation and Review Technique, which is slightly different from the approach used in the construction of the Mosque at PT Jakarta Industrial Estate Pulogadung. In this study, Microsoft Project software was used for the calculation of CPM and PERT methods. Based on the analysis results, 6 work items were found to be on the critical path, namely: preparatory work, lower structure, upper structure, architecture, hardscape and softscape. The project completion time is estimated to be 105 days with the CPM method and 101 days with the PERT method, with a project completion opportunity of 37.37%.
ANALYSIS OF HEAVY EQUIPMENT PERFORMANCE ON THE PROBOLINGGO-BANYUWANGI TOLL ROAD PROJECT KM SECTION KM 09 + 125 TO KM 09 + 725 BILHAN GAMALIEL HARTANTO; YONAS PRIMA ARGA RUMBYARSO
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 03 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - EDITION SEPTEMBER - DECEMBER 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Infrastructure projects, especially in flexible pavement works, are highly dependent on the utilization of heavy equipment. The use of such heavy equipment is an important element that determines the success of asphalt road construction, with the production capacity of heavy equipment being a major factor in the progress of project implementation. Therefore, the analysis of production volume capacity is very important. This study aims to determine the production volume capacity of construction works on the Probolinggo - Banyuwangi Toll Road KM 09+125 to KM 09+725, including an analysis of the capacity of asphalt finisher, dump truck, pneumatic tire roller, and tandem roller. The volumetric method was applied in this study to calculate the volume capacity and productivity of heavy vehicles. The results of the analysis showed that the calculated volume and productivity of the heavy equipment had met the target according to the planned schedule.
Kajian Bresing Baja dan Kolom Beton Sebagai Alternatif Shearwall Arga Rumbyarso, Yonas Prima
Jurnal Tera Vol 3 No 2 (2023): Jurnal Tera (September 2023)
Publisher : Fakultas Teknik dan Informatika, Universitas Dian Nusantara

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Abstract

Indonesia merupakan negara dengan intensitas gempa tinggi sehingga pemerintah menetapkan standar konstruksi tahan gempa SNI 1726-2019 dan SNI 2847-2019. Penelitian ini menganalisis perilaku struktur bangunan akibat penggantian shearwall dengan kolom beton dan bresing baja pada gedung kantor 10 lantai di Banyuwangi dengan kondisi tanah lunak. Analisis gempa dilakukan dengan metode time history untuk mengevaluasi simpangan antar tingkat, partisipasi massa, serta kinerja tegangan dan defleksi struktur.
Evaluasi Daya Dukung Pondasi Menggunakan Metode Poulus-Davis, Converse-Labbare Dan Mayerhof Arga Rumbyarso, Yonas Prima
Jurnal Tera Vol 5 No 1 (2025): Jurnal Tera (Maret 2025)
Publisher : Fakultas Teknik dan Informatika, Universitas Dian Nusantara

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Abstract

Analisis daya dukung tiang pancang diperlukan untuk mendapatkan perencanaan pondasi yang memenuhi syarat. Banyak metode perhitungan yang digunakan namun perlu pertimbangan metode mana yang lebih memenuhi syarat, untuk itu perlu dilakukan analisis daya dukung dari beberapa metode berdasarkan data sondir. Metode yang digunakan untuk perhitungan daya dukung tiang tunggal adalah Metode Mayerhof (1976 dan 1956). Perhitungan efisiensi tiang pancang kelompok menggunakan Metode Converse-Labbare. Perkiraan besarnya penurunan tiang pancang kelompok yang terjadi menggunakan Metode Poulus dan Davis dan dibandingkan dengan Software Plaxis. Analisis dilakukan berdasarkan data sondir S-01 hasil yang didapat besar daya dukung tiang pancang tunggal dengan Metode Mayerhof dengan daya dukung sebesar 128,99 Ton. Daya dukung tiang pancang kelompok berdasarkan data PDA Test pada As Bʹ-6ʹ No.87 didapat sebesar 174 Ton. Penurunan tiang pancang kelompok dengan Metode Poulus dan Davis pada As Bʹ-6ʹ No.87 sebesar 3,930 mm dibandingkan dengan Software Plaxis sebesar 6,095 mm.
Analisis Kuat Lentur Balok Dengan Pemanfaatan Perkuatan Limbah Kulit Tebu Sebagai Alternatif Tulangan Arga Rumbyarso, Yonas Prima; Gali Pribadi
Jurnal Tera Vol 4 No 2 (2024): Jurnal Tera (September 2024)
Publisher : Fakultas Teknik dan Informatika, Universitas Dian Nusantara

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Abstract

Tulangan baja sering digunakan untuk menahan tarik pada beton, namun sumber daya baja terbatas dan harganya semakin mahal. Kulit tebu dapat menjadi alternatif pengganti tulangan baja karena masih minim pemanfaatannya. Penelitian ini bertujuan untuk menganalisis kuat tekan beton dengan mutu fʹc 25 MPa, mengetahui kuat lentur balok, serta pengaruh kulit tebu yang dililitkan dengan besi scrap terhadap kuat lentur dan lendutan balok pada umur 28 hari. Metode yang digunakan adalah eksperimen, dengan menganalisis balok beton yang diperkuat kulit tebu dan besi scrap. Hasil penelitian menunjukkan kuat tekan beton pada umur 28 hari sebesar 25,43 MPa. Kuat lentur pada balok dengan kulit tebu mencapai 52,13 kg/cm², lebih besar dibandingkan balok normal yang 49,88 kg/cm². Lendutan rata-rata pada balok dengan tulangan kulit tebu adalah 0,633 cm pada umur 28 hari
Re-Desain Elemen Dinding Geser Dan Kolom Pada Proyek Gedung Arga Rumbyarso, Yonas Prima Arga Rumbyarso; Gali Pribadi
Jurnal Tera Vol 4 No 1 (2024): Jurnal Tera (Maret 2024)
Publisher : Fakultas Teknik dan Informatika, Universitas Dian Nusantara

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Abstract

Abstrak: Salah satu bagian atau aspek penting dalam bangunan struktur gedung adalah perencanaan struktur kolom dan dinding geser (shearwall dan corewall). Ada dua jenis elemen bangunan apabila ditinjau dari arah kerja yakni elemen vertikal serta elemen horisontal. Elemen horisontal yaitu plat dan balok mengirimkan beban secara aksial kepada elemen vertikal untuk kemudian beban-beban tersebut ditransfer ke pondasi yang ada di dalam tanah, Dengan menggunakan sebuah software analisis kemudian dalam melakukan pengujian berdasarkan pedoman SNI 1727:2013, maka hasil yang didapatkan adalah sebagai berikut, nilai gaya geser gempa pada arah sumbu X adalah sebesar 0,3777051 Kgf/cm2 dan nilai gaya geser pada arah sumbu Y adalah sebesar 0,4242862 Kgf/cm2 yang dapat diartikan memenuhi syarat minimum pada SNI 2012. Persentase yang didapatkan pada arah sumbu X dan arah sumbu Y adalah sebesar 100% yang dinyatakan memenuhi syarat minimum serta hasil displacement pada kolom didapat sebesar 0,11% yang memenuhi syarat maksimum pada SNI yaitu sebesar 1%.
UTILIZATION OF WASTE PETUNG BAMBOO PIECES AS PARTIAL SUBSTITUTION OF COARSE AGGREGATE TO IMPROVE COMPRESSIVE STRENGTH OF CONCRETE DOHAR SINABUTAR; YONAS PRIMA ARGA RUMBYARSO
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 03 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - EDITION SEPTEMBER - DECEMBER 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Utilizing waste as an alternative building material is becoming an effective solution to environmental problems and is popular in developing countries. On the other hand, the concrete industry, a key component of construction, continues to innovate to improve quality and efficiency. The increasing demand for concrete is driving the development of mix designs that meet stringent quality and compressive strength standards, while taking into account environmental sustainability. Advances in concrete technology spur research initiatives to improve its quality and efficiency of use, with innovations in material selection and execution methodologies. This is aimed at meeting the increasing needs and overcoming construction challenges. Modern concrete is required to perform optimally in less time, requiring effective additives for performance enhancement. Recent research has integrated bamboo waste from the handicraft industry as a component of concrete mixes, increasing the speed of project execution and providing a sustainable solution in waste management. The authors were interested in conducting an in-depth study on increasing the compressive strength of concrete by integrating waste bamboo pieces. The concrete under study has the following grades f´c 25 MPa (K-300) and tested at 7, 14, and 28 days to assess the effectiveness of bamboo as an additive. The test results are expected to provide significant data on the viability of bamboo waste as a partial substitution for coarse aggregate. The title of the study, “Use of Waste Bamboo Pieces as Partial Substitution for Coarse Aggregate to Increase the Compressive Strength of Concrete,” reflects the objectives of the study and the utilization of sustainable materials in modern construction. Based on the results of the research that has been carried out and the discussion in the previous chapter with the variation of waste bamboo pieces 0%, 10% and 15%, the conclusions can be drawn, namely as follows the results of compressive strength testing on normal concrete at the age of 28 days reach 452 kN (fʹc 26,1 MPa = 104%), while variation 1 of 10% waste bamboo cuttings experienced a decrease in compressive strength, reaching 305 kN (fʹc 17,60 MPa = 70%), and variation 2 15% waste bamboo cuttings decreased, reaching 309 kN (fʹc 17.83 MPa = 71%).
ANALYSIS OF CONCRETE COMPRESSIVE STRENGTH AGAINST BAMBOO FIBER WASTE FARHAN HAWARI; GALI PRIBADI; YONAS PRIMA ARGA RUMBYARSO
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 5 No. 02 (2025): INTERNATIONAL JOURNAL OF MULTISCIENCE - MAY -AUGUST 2025
Publisher : CV KULTURA DIGITAL MEDIA

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Abstract

Concrete is a primary construction material consisting of a mixture of cement, water, sand, and aggregate, and often includes additives to improve specific properties such as workability, durability, and setting time (McCormac, 2004). Bamboo fibers, which have a compressive strength of 45.4 MPa (Afdal, 2016) and contain hydroxyapatite (HA), are used as an additive in concrete to improve performance. This study tested the compressive strength of normal concrete and concrete with bamboo fiber variations of 2%, 4%, and 6% at ages of 7, 14, and 28 days, each with two samples per variation (total of 24 test specimens). The test results showed that at 7 days, the 6% variation exhibited the highest compressive strength increase (20.42 MPa) compared to normal concrete (16.37 MPa). However, at 14 and 28 days, only the 6% variation again showed an increase in compressive strength (22.64 MPa), while the 2% and 4% variations tended to decrease compared to normal concrete.
PERSPEKTIF HUKUM TERHADAP KEPAILITAN PERSEROAN TERBATAS DAN PERSEKUTUAN FIRMA Rumbyarso, Yonas Prima Arga; Budiman, Anwar; Setyowati, Retno Kus
YUSTISI Vol 12 No 2 (2025)
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/yustisi.v12i2.19109

Abstract

Kepailitan merupakan suatu kondisi di mana debitor tidak dapat memenuhi kewajiban finansialnya, yang berujung pada proses hukum untuk penyelesaian utang. Penelitian ini bertujuan untuk mengkaji perspektif hukum terhadap kepailitan pada dua jenis badan usaha, yakni Perseroan Terbatas (PT) dan Persekutuan Firma. Kedua badan usaha ini memiliki karakteristik hukum yang berbeda, yang mempengaruhi mekanisme penyelesaian kepailitan dan dampaknya terhadap kreditor serta pemegang saham atau anggota. Dalam konteks PT, terdapat pembatasan tanggung jawab pemegang saham terhadap utang perusahaan, sementara dalam Persekutuan Firma, anggota persekutuan memiliki tanggung jawab penuh terhadap kewajiban bisnis, baik secara pribadi maupun bersama. Penelitian ini menggunakan pendekatan normatif dengan analisis terhadap undang-undang yang relevan, serta literatur yang berkaitan dengan kepailitan dan hukum perusahaan. Hasil penelitian menunjukkan bahwa meskipun ada perbedaan mendasar dalam pengaturan tanggung jawab hukum antara PT dan Firma, keduanya memiliki mekanisme yang bertujuan untuk memberikan perlindungan bagi kreditor sekaligus memastikan kelangsungan usaha. Oleh karena itu, pemahaman yang mendalam mengenai perbedaan dan persamaan dalam pengaturan kepailitan kedua badan usaha ini sangat penting bagi pengusaha, praktisi hukum, serta pihak-pihak terkait dalam upaya mengelola risiko hukum yang mungkin timbul.
Co-Authors Achmad Pahrul Rodji Aditya Maulana AGA PRIATNA Ali Khumaidi Anwar Budiman BERMANDO M SIAGIAN Bermando Mangatur Siagian BERMANDO MANGATUR SIAGIAN BERMANDO SIAGIAN Chusna, Nuke L DELLA GIOVANNI Diah Utami Essy Malays Sari Sakti FAIZAL ADDIN ACHMAD FARHAN HAWARI Farhan, Muhammad Farhan Fauzi FITRA RAHARJA ASHSHIDDIQ Gali Pribadi Hartanto, Bilhan Gamaliel IHSAN TAQWA Indriasari Ismail Lydia Darmiyanti Lydia Darmiyanti Muhammad Ali Akbar Muhammad Arief Aldianto Muhammad Rifa'i NIKO FITRIANDANA RINJOKO Pratikso, P Retno Kus Setyowati Reynaldi Fransiscus Rifqi Brilyant Arief, Rifqi Brilyant Rikzan Bachrul Ulum S, Sukadi Sahat Martua Sihombing Sahrul Zulfikar Saifulloh, Reza sinabutar, dohar Syafiadi Rizki Abdillah TIAR WAHYUDI