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Jurnal Sipil Terapan
Published by Universitas Cenderawasih
ISSN : 29869862     EISSN : 29869870     DOI : 10.58169
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Teknik Sipil meliputi bidang ilmu yang mempelajari perencanaan/perancangan, manufaktur, manajemen/pengelolaan, dan konservasi dari beragam fasilitas dan sistem untuk mendukung sebuah kota, pedesaan, dan perkotaan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 41 Documents
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Modifikasi Perencanaan Pondasi Borepile Sebagai Alternative Pengganti Pondasi Minipile Proyek Gedung Madrasatul Qur’an Jombang Romadhon Tri Anggoro; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.181

Abstract

The Borepile Foundation and the Implementation Method for the Madrasah Aliyah Madrasatul Qur’an Tebuireng Jombang Building Project, is one of the deep foundation. The use of borepile foundation is an alternative to minipile foundation. Calculation of building weight using the SAP2000 program. The points reviewed are points S-1 and points S-2. Pile bearing capacity analysis using the Mayerhoff method. By using sondir soil evidence (CPT). The construction of the Madrasah Aliyah Madrasatul Qur’an Tebuireng uses a diameter of 80 cm for borepiles with a depth of 11 m and has 23 D22 reinforcement. There are 4 types of pile caps in the borepile. The dimensions of each pile cap, namely PC-1, PC-2, and PC-4, are 150 cm x 150 cm, while PC-3 is 150 cm x 100 cm. For reinforcement in the x-axis direction of 22 D22 – 150 mm, reinforcement in the y-axis direction of 24 D22 – 160 mm. In the implementation method using a mini borepile because it considers aspect of heavy equipment mobilization. Some of the work in progress includes measuring, making reinforcement, drilling, installing reinforcement, casting, and making pile caps.
Analisis Tingkat Pelayanan Persimpangan dengan Metode MKJI 1997 (Studi Kasus : Simpang Jalan Lintas Timur Pangkalan Kasai – Batang Cenaku ) Inanti Bathinuriani; Bobby Mauliantino; Nafriandi Nafriandi
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.183

Abstract

A crossroads is a meeting or crossing location of two or more roads and is a place where traffic conflicts occur. The East Crossroads Intersection of Pangkalan Kasai – Batang Cenaku is busy traffic lane because it is a connecting road between Seberida District –East Cross highway with Batang District My breath. The purpose of this research is to find the value of capacity, degree saturation, delay, queue opportunity to determine the level category services of the East Cross Road Intersection of Pangkalan Kasai - Batang Cenaku, and look for handling solutions from the results of service level intersections forlocation of the East Cross Road Intersection of Pangkalan Kasai – Batang Cenaku if traffic flow is hampered by using the 1997 MKJI method. Survey conducted for three days from 06.00 – 18.00 WIB. Based on the results survey and data analysis obtained the highest number of traffic on Sunday at 17.00 – 18.00 WIB at 818.7 pcu/hour, capacity (C) of 2156.24 pcu/hour, degree of saturation (DS) of 0.38, delay of 8.1026 sec/pcu, and the probability of queuing (QPatas – QPbottom) is 17.6480 – 6.9774%. From the results of the degree of saturation are known to be the level of service at the Crossroads East Cross Base Kasai - Batang Cenaku is B where the current is stable, but the starting speed is limited due to traffic conditions, the driver has enough speed to choose speed.
Studi Analisa Kerusakan Jalan Menggunakan Metode Bina Marga dan Pavement Conditian Index (Studi Kasus : Ruas Jalan Napal Peranap) Susono Susono; Arif Sudaryanto; Erny Erny
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.184

Abstract

Assessment of road surface conditions is a form of road maintenance and repair efforts. The two methods used in assessing road conditions are the Bina Marga method and the PCI (Pavement Condition Index) method. This study aims to compare the condition values ​​of the Peranap Napal road sections based on the two methods. The types of damage that can be found on the Napal Peranap road section are 7 types of damage consisting of: crocodile skin cracks (1.66%), elongated cracks (0.16%), edge cracks (0.08%), road joint cracks (0.01%), fillings (0.74%), holes (0.02%) and grain discharge (3.62%) with a total damage area of ​​2644.02 m2 or (6.30%) of 42000 m2 the area of ​​the Peranap Napal road studied. The Bina Marga method obtained a Priority Order (UP) value of 4 (included in the periodic maintenance program), while the PCI method obtained a damage level value of 66.16 (in fair condition with yellow color). The results of these two methods turned out to produce relatively the same assessment, namely the condition of the road section still required maintenance and repair, including: providing additional layers, making and repairing drainage, widening and compacting the shoulders, filling gaps with a mixture of asphalt and sand, and dismantling the pavement layer. and then re-coated with the same material.
Analisis Strategi Menuju Eco Green Kampus Menggunakan Metode SWOT Pada Kampus Universitas Hasyi Asy'ari Jombang Mohammad Nur Fatta Muzzakki; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.186

Abstract

Civil Engineering is the study of planning, construction, and maintenance of physical structures such as bridges, buildings, and roads. These include sub-fields such as geotechnical, structures, transportation, hydraulics and environmental management. Civil engineers also study ways to manage natural and environmental resources used in construction projects Civil engineering can be used in eco-green environmental analysis. One example is in the planning and construction of green buildings, which are buildings that are designed and constructed in an environmentally friendly way. Civil engineering can be used to analyze and evaluate various aspects of the environment, such as energy efficiency, natural resource use, water management, and greenhouse gas emissions Civil engineering can also be used in the planning and construction of environmentally friendly roads, such as eco-friendly country roads, walking, and bicycle roads.
Evaluasi Kinerja Struktur Tahan Gempa Dengan Metode Pushover Analysis Pada Gedung RS. Muhammadiyah Siti Khodijah Gurah - Kediri Abdul kholil; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.187

Abstract

Indonesia is a country that is vulnerable to natural disasters, one of which is an earthquake. Because Indonesia is at the meeting point of the 3 most important major plates in the world, one of the effects of the earthquake is damage to building structures. Structural planning is needed for buildings with earthquake resistance from the many occurrences of earthquakes seen in recent times and the losses incurred.Pushover analysis is a non-linear static analysis. The static load captured at the center of mass of each floor is taken into account in this pushover analysis as the effect of the design earthquake on the building structure, the aim of which is to find out how the building structure will collapse during an earthquake so that you can know which parts of the structure are in critical condition and what to do if they do not meet the requirements.The results of the analysis show that the maximum base shear force for the x direction capacity curve is 484.6749 tons with a displacement of 0.095228 m occurring in the 6th step, while the y direction of the maximum base shear force is 555.339 tons and displacement of 0.152807 m occurs in the 14th step. The performance point value is also obtained from the analysis pushover in the x direction with = 475.025 tons and D = 0.087 m yield Sa = 0.205 g and Sd = 0.072 m, while for the y direction with = 499.168 tons and D = 0.086 m yield Sa= 0.225 g and Sd = 0.067 m. Then at the level of building performance in the x and y direction parametersMaximum Total Drift Ratio included in the category Immediate Occupancy (IO), it can be concluded that the building did not suffer significant damage, the building is safe when an earthquake occurs, the risk of loss of life and structural failure is not too significant and can be used again immediately.
Analisa Tingkat Kerusakan Dan Estimasi Biaya Perawatan Bangunan Gedung Utama Sekolah Tinggi Teknologi Indragiri M. Gemilang; Nedra Neswita; Sri Agustin
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.191

Abstract

Building as an educational service requires maintenance so that the condition of the building remains fit for function. Without building maintenance activities, the function of a building will experience degradation over time. In this study, researchers focused on research on the Main Building of the Indragiri High School of Technology which was more than 10 years old to analyze the level of damage to the building and estimate the cost of maintaining the building. In the calculation that the level of damage is calculated based on the Regulation of the Minister of Public Works Number 24/PRT/M/2008 concerning Guidelines for the Maintenance and Care of Buildings, from the sum of all the components, 89.0% is categorized as Severely Damaged with the greatest damage in structural damage. The estimated maintenance cost for the main building of the Indragiri High School of Technology is Rp. 467,929,000.00 including Four Hundred Sixty Seven Nine Hundred Twenty Nine Thousand Rupiah
Perbedaan Antara Parkir Kapal Dan Kendaraan Serta Sistem Operasinya Apriyanto Budhi Wibowo; Nailis Sa’adah
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.204

Abstract

For a Mall itself has a strategic location factor supported by road network access, visitors, exhibition activities, consumer needs as well as market demand, existing entertainment services, as well as those from the Mall itself. An advantage in itself will be the demand for a market and its management which may be felt to have more carrying capacity. From the development of Mall itself, which pampers the needs of a certain time. From the needs of a market obtained from exports or imports. As well as distances that are easy to reach by the people of Semarang themselves either via public transportation or private vehicles.
Analisis Intensitas Hujan dan Karakteristik Das Piring Kota Madiun Hendro Susilo; Setiyo Daru Cahyono; Arif Afrianto; Dimas Ardhi Nugraha
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.225

Abstract

Penelitian ini yang berjudul Analisis Intensitas Hujan Dan Karakteristik DAS Piring Kota Madiun bertujuan untuk mendapatkan nilai intensitas hujan berdasarkan data curah hujan, mencari besar nilai puncak debit banjir DAS Piring menggunakan metode HSS Gama 1, HSS Limantara dan HSS Nakayasu. Lokasi pekerjaan ini adalah Kali Piring di Kota dan Kabupaten Madiun, Propinsi Jawa Timur. Kali Piring berada di sebelah timur kota Madiun menyisir kota dari selatan ke utara. Kali Piring berhulu pada kaki Gunung Wilis, mengalir ke barat dan berbelok ke utara tepat di Kelurahan Pilang Bango Kecamatan Kartoharjo Kota Madiun menuju ke Utara sampai bermuara ke Kali JerowanPenelitian diambil menggunakan data curah hujan harian tahun 2009 sampai dengan tahun 2018. Pengambilan data curah hujan harian meliputi tiga stasiun hujan antara lain stasiun hujan Klegen, stasiun hujan Babadan, stasiun hujan Dungus. Dari penelitian ini dapat disimpulkan hasil Distribusi yang dipilih untuk untuk periode ulang 2, 5, 10, 20, 50 untuk jangka waktu 10 ( sepuluh ) tahun terakhir adalah distibusi normal. Metode Normal memenuhi syarat untuk distribusi Chi-Kuadrat dan Smirnov Kolmogorov. Debit banjir menggunakan perhitungan hidrograf satuan sintetis GAMA I dengan periode ulang 2, 5, 10, 20, 50 dengan nilai debit maksimum 501,78 mᶾ/detik. Debit banjir yang dipakai adalah hasil perhitungan HSS Nakayasu, karena perhitungan HSS Nakayasu memiliki nilai debit puncak paling besar dibandingkan dengan kedua metode HSS lainnya, sedangkan untuk nilai debit puncak terkecil adalah metode HSS Limantara.
Analisis Kelayakan Ekonomi dan Finansial Pada Proyek Kawasan Pembangunan Perusahaan Siap Bangun (Studi Kasus: Perumahan Griya Sukasari Subang) Yusup Yulianto; Endang Setiadi Permana; Reza Cahya Nagara
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.265

Abstract

In the era of globalization, the increasing rate of population growth will affect the need for housing. This need becomes a problem if the continuous increase in demand can cause land prices to increase. It is known that investment in property is very promising and is increasingly in demand by the public both in the short and long term. In this research, the building of housing in Sukasari Village will be very strategic considering that this area is starting to develop an industrial area. To meet residential needs, the developer built 16 housing units on 1900 m2 of land at that location. The feasibility obtained from the 16 unit Housing Development Project was carried out in the form of an analysis to determine investment and financial feasibility based on the Net Present Value, Benefit Cost Ratio, Internal Rate of Return, Return on Investment, Return on Equity, Break Even Point and Payback Period. The profit obtained is with an NPV value of Rp. 1,284,651,362 (NPV > 0), BCR = 1.18 (BCR > 1), BEP in position 9 housing units sold, PP in the 10th month, IRR value = 118%, ROI and ROE have a level and ratio of 52%, moderate conditions make a profit with an NPV value of Rp. 85,000,830 (NPV > 0), BCR = 1.02 (BCR > 1), BEP in the position of 9 units sold, PP for 6 years, IRR value of 102%, ROI and ROE have a ratio of 6%. Meanwhile, in pessimistic conditions suffered a loss with an NPV value of Rp. 1,077,912,437, BCR 0.64 < 1, BEP does not have a break-even point, and the break-even time or PP occurs in the 13th year which can be interpreted as not breaking even, and the IRR value is 99%, ROI and ROE have a ratio level of 0.40%. It was concluded that the 16-unit housing development project could be profitable and feasible to implement, optimistic conditions with the construction process being completed and the housing units being sold in full in the 12th month.
Pemurnian Minyak Goreng Bekas Dengan Adsorben Ampas Tebu Untuk Pembuatan Biodisel Nur Asma Deli; Nina Veronika
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.273

Abstract

Biodiesel, which is generally defined as monoalkyl esters from plant and animal fats, is an alternative fuel that has the potential to be used as a substitute for diesel fuel because of its characteristics. Used cooking oil or used cooking oil haD the potential to be processed into biodiesel and this study aims was to produce waste cooking oil into biodiesel from the results of the pre-treatment process of used cooking oil with bagasse waste, to find out the optimum result of the oil pretreatment proces and the raw material used was used cooking oil from the Rocket Chicken Food Court restaurant. Waste from sugarcane bagasse was useful as an adsorption process for the purification of used cooking oil which was able to reduce free fatty acid levels, water content, and impurities levels for the biodiesel process. The optimum particle size of bagasse waste for used cooking oil pretreatment was 30 mesh, with the analytical data was 1.93% of free fatty acid, 0,0018 % for water content and 0,03% of firt level. The results of the Biodiesel analysis from the pre-treatment process were the viscosity was 5.7 Cst, the density was 860 kg/m3 and the acid number was 0.8 mg KOH/g oil. This result was accordance to the indonesian national standard No. 04-7182-2006.

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