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All Journal Jurnal Teknik Elektro Universitas Tanjungpura REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development
Sutrisno, M.
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Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Environmental Science Transportation

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Desain Perencanaan Instalasi Listrik di Gedung Operasi dan Bersalin Rumah Sakit Umum Daerah dr. Agoesdjam Ketapang Sutrisno, M.; Arsyad, M. Iqbal; Pontia W, F. Trias
Jurnal Teknik Elektro Universitas Tanjungpura Vol 1, No 1 (2021): Jurnal S1 Teknik Elektro UNTAN
Publisher : Faculty of Engineering, Universitas Tanjungpura

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Abstract

Rumah Sakit Umum Daerah dr.Agoesdjam Ketapang sedang merencanakan pembangunan gedung baru yaitu gedung operasi dan bersalin. Gedung operasi dan bersalin rumah sakit umum daerah dr. Agoesdjam Ketapang direncanakan dengan luas bangunan 2032 m2  yang terdiri dari  dua lantai. Agar terciptanya pelayanan yang baik, nyaman, tenang dan keamanan keselamatan jiwa manusia, perencanaan instalasi listrik pada bangunan rumah sakit ini harus sesuai dengan  Standar Nasional Indonesia (SNI) yaitu  berdasarkan Persyaratan Umum Instalasi Listrik dan Peraturan Menteri Kesehatan Republik Indonesia Nomor 24 tahun 2016 tentang persyaratan teknis bangunan dan prasarana rumah sakit. Penelitian pada perencanaan instalasi gedung ini menggunakan metode studi studi literatur dan metode diskriptif analitik. Dalam perencanaan gedung operasi dan bersalin rumah sakit umum daerah dr. Agoesdjam Ketapang ini ada melakukan beberapa perhitungan untuk mencari kebutuhan iluminasi penerangan, kapasitas AC (Air Conditioner), besar pengaman, luas penampang, beban total, dan jatuh tegangan serta membuat line diagram. Berdasarkan hasil perhitungan dan Analisa jumlah lampu yang akan digunakan adalah 433 buah lampu dan 41 buah Air Conditioner dengan total keseluruhan beban yang dibutuhkan di gedung operasi dan bersalin rumah sakit umum daerah dr.Agoesdjam Ketapang adalah 54,475 kW. 
Analisis Potensi Likuefaksi Dengan Alat Swedish Weight Sounding di Desa Tompe Kecamatan Sirenja Kabupaten Donggala Setiawan, H.; Sutrisno, M.; Hasanah, Y.; Rizal, A.; Kurniawan, A.; Qhalbi, A.N.; Gayatri, S.
REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Vol. 6 Issue 1 (March 2025)
Publisher : Civil Engineering Department, Tadulako University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/renstra.v6i1.693

Abstract

In 2018 in Indonesia there has been an earthquake of 7.4 on the richter scale. The epicenter was on land around Sirenja district, Donggala regency, Central Sulawesi. The impact in some areas there is liquefaction of these areas, namely Petobo village and Balaroa village and also subsidence in Tompe Village this study aims to determine whether the soil in segment II of Tompe village has the potential for liquefaction based on the results of Cyclic Stress Ratio (CSR) & Cyclic Resistance Ratio (CRR) analysis and based on the results of Tsuchida grain distribution graph. Samples in this study amounted to 10 points by field testing using Swedish weight sounding tool to obtain the value of Nsw (n/m) correlated to the N-SPT data and analyzed by the CSR & CRR equation to obtain the value of the safety factor (FS). The results obtained with the range of FS values are for the potential 0.13 – 0.98 and not potential 1.06 – 1.72 and based on the results of grading the grain to get the value for the potential 70.31% - 95.87% and not the potential 0.39% - 6.62%  from the results of the 2 methods it is concluded that Tompe village based on the value of  FS 50% has the potential for liquefaction and based on the Tsuchida graph 85.78% has the potential for liquefaction.
Perencanaan Struktur Atas Bangunan Gedung Menggunakan Sistem Rangka Bresing Putra, M.R.; Amir, F.; Listiawaty, H.; Sutrisno, M.
REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Vol. 6 Issue 2 (September 2025)
Publisher : Tadulako University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/renstra.v6i2.731

Abstract

After the 2018 earthquake, a number of constructions in Palu City, especially buildings, grew rapidly. In the construction of buildings using steel structures, the use of braces aims to reduce displacement and increase the capacity of shear forces to resist cracking. Steel produces greater ductility when compared to other structural materials, so it is a major requirement in designing earthquake-resistant steel structures. In this study, the structure of the building was designed to be 3 (three) stories in educational purpose. The structural system has a dual system combination Special Moment Resisting Steel Frame System (SMRF) and a lateral force resisting system, namely a Special Concentric Brace Frame System (SCBF). Steel material used are BJ 41 quality (fy = 250 MPa; fu = 410 MPa) and concrete using quality f'c = 25 MPa. The loads acting on the structure are dead load, live load, wind load, rain load, and earthquake load. The results of the structural analysis are: 99,42% mass participation is obtained for the x direction in mode 4 and 98,97% for the y direction in mode 5, the SRSS method was used to combine the number of mode varieties used, the obtained dynamic earthquake shear force response spectrum (x direction = 281993,31 kg and y direction = 280187,36 kg) has exceeded the equivalent static earthquake shear force (x direction and y direction = 280096,09 kg), the displacement that occurs in the x direction and y direction does not exceed the allowable displacement of 34,615 mm, the stability coefficient obtained in the x-direction and y-direction does not exceed the P-Delta effect limit of 0,1 and the structural stability limit of 0,0909, the structure does not occur horizontal irregularities and vertical irregularities, the Special Moment Resisting Steel Frame System (SMRF) has exceeded the percentage of 25% (x direction = 62,49% and y direction = 58,26%), the structural performance level in the x direction and y direction is in Damage Control condition.
Co-Authors A. Kurniawan Amir, F. H. Setiawan Hasanah, Y. Listiawaty, H. M. Iqbal Arsyad Pontia W, F. Trias Putra, M.R. Qhalbi, A.N. Rizal, A. S. Gayatri