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Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi
Published by Universitas Pendidikan Nasional
ISSN : -     EISSN : 26215276     DOI : 10.38043
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering
Papers published in this journal focus on or are related to the fields of Civil Engineering, Electrical Engineering, Informatics, and their sub-fields: Structure, Transportation, Geotechnical, Water Resources, Construction Management, Environmental, EngineeringPower/Energy System, Information Systems, Electronics, Control System, Computer system.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 174 Documents
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Evaluasi Perencanaan Struktur Komposit Menggunakan Metode Load Resistance Factor Design (LRFD) Pada Gedung C Undiknas Denpasar Fajarani, Indah Saiful; Eratodi, I Gusti Lanang Bagus
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

Perkembangan teknologi rekayasa dan analisis struktur bangunan sipil saat ini sedang berkembang pesat, termasuk bidang desain struktur di dunia konstruksi gedung. Selama ini material bangunan yang digunakan dalam bidang konstruksi khususnya bangunan gedung masih rata-rata menggunakan bahan dari kayu dan beton. Namun seiring dengan berkembangnya tuntutan kebutuhan, waktu dan ilmu pengetahuan mulai menggunakan material baja. Penggunakan material baja dapat mengurangi limbah konstruksi yang selama ini menjadi masalah bagi lingkungan. Semakin berkembangnya pengetahuan dalam bidang konstruksi maka terciptalah berbagai metode dalam mendesain struktur salah satu diantarnya adalah sistem struktur komposit yang terdiri dari gabungan antara beton dan baja. Perencanaan Gedung C Universitas Pendidikan Nasional menggunakan bahan komposit pada bagian kolom dengan menggunakan metode ASD. Bangunan ini terdiri dari 5 lantai denan luas bangunan 40x19 m2, Berdiri pada kondisi tanah sedang. Analisa struktur penelitian ini menggunakan bantuan program SAP 2000 V14, sedangkan dalam perhitungan elemen struktur dilakukan secara manual dengan metode LRFD yang berpedoman kepada SNI-03-1729-2002. Hasil analisis pada penilitian ini diperoleh bahwa metode LRFD memberikan kontribusi kekakuan yang lebih tinggi pada kolom dan berakibat penggunaan profil balok yang lebih efektif (kecil) yaitu WF 298x201x14x9 dibandingkan dengan besar profil balok metode ASD yaitu WF 400x200x13x22. Reaksi perletakan struktur gaya aksial menggunakan metode LRFD lebih efektif sebesar 5% dari total rata-rata gaya aksial ASD dan LRFD. Namun metode LRFD membutuhkan kolom dengan tegangan efektif momen yang lebih besar dibanding metode ASD.
Evaluasi Perencanaan Dermaga (Jetty) Pada Pelabuhan Dili Timor Leste Gil Soares da Costa, Teodósio; Ariawan, Putu; Ariana, Komang Agus
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

The jetty is an important facility for a port to support its operational activities. The construction of the jetty at the port of Dili, East Timor is to serve the crossing from Dili to Oecusse, Atauro and vice versa. This jetty has a length of 100 m and a width of 20 m which is a prestressed concrete jetty.The Section of evaluation for jetty plan at Dili Port, East Timor are: the supper structure of the jetty includes among others fender, bollard, vehicle floor plate, and prestressed beam as soon as the sub structure of the jetty there is a poer and pile foundation. Analysis in evaluation structure is based on SNI T-02-2005, SNI 1727: 2013, SNI 2052-2014 and SAP 2000 with the quality of concrete f’c 30 Mpa and the quality of steel reinforcement f’y 400 Mpa.Based on the evaluation for jetty plan at Dili Port, East Timor, is obtained on the dimension of the jetty plate are 30 cm thick with reinforcement direction pedestal x and y equal to = 0,075, while the dimension of the prestressed beam are 70 cm wide and 90 cm high reinforcement pedestal direction x and field direction x equal to ? = 0,066. Poer is planned to be a single unit (monolith) with a pile, while the dimensions of the pile are 45 cm in diameter, 1,2 cm thick and 42,50 m in length. On the berthing structure is used a rubber fender tipe seibu V with a V-300 H capacity, and the mooring structure used is a bent bollard with a capacity of 25 tons.
Perancangan Sistem Monitorinng Suhu Under Counter Chiller Di Hotel Hilton Berbasis Internet of Things Suriana, Wayan; Kase, Elvis; Adrama, I Nyoman Gede
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

Designing a system for long-distance temperature monitoring Under Counter Chiller in Hilton Hotel using IoT (Internet of Things) technology. The developed system consists of two parts; the controlling system and the monitoring system. First, the controlling system can turn on the hot air exhaust fan in the compressor system if the temperature in compressor part exceeds 40°C. This is to manage the temperature as wanted from the Under Counter Chiller chamber at Hilton hotel. Second, the monitoring system which can give information to the user real time. It will be easier and faster for the user to gain needed information related to the temperature being monitored at that very moment. From the temperature measurement made by the writer, it is obtained that the average temperature in chiller machine gained from the temperature measurer was 9.23 ºC. The average difference of temperature obtained from the temperature measurer was 0.38 ºC. The data was then sent by ATmega328 and ESP8266 Micro controller to the Web Server MyDevice Cayenne.
Perencanaan Pondasi Bore Pile Menggunakan Metode Standard Penetration Test (SPT) Cone Penetration Test (CPT) dan Analisis Efisiensi Biaya (Studi Kasus Proyek Hotel Solis Ubud Resort and Spa) Meidudga, Roberth Evander; Wismantara, I Gusti Ngurah Nyoman
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

The planned foundation at the hotel solis ubud resort and spa is a drill pole,caused soil conditions is impossible, to install shallow types. known from the results of soil tests obtained on the project, by using CPT method and SPT method. In this Thesis , the authors plan footing of the drill post by calculating capacity of the soil at that location with the planned depth using the data obtained from the building project, with two method, first standard penetrationt test (SPT) second cone penetration test (CPT) to compare cost efficiency of both methods in bore pile footing design, in hotel solis ubud resort and spa building project. the theoretical results obtained can be concluded that the SPT method used in the project, much more efficient in financing, than the results of the SPT method. on the calculation result get foundation size D = 45 cm for planning use method, whereas for planning using CPT method obtained size of foundation size D = 50 cm, with the same depth of 15m and the number of the same post that is 76 post.
Analisis Pengaruh Daya Dukung Tanah Terhadap Indek Tebal Perkerasan Jalan Menggunakan Metode Bina Marga Soares, Rene Clinton da Costa; Budiarnaya, Putu
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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The carrying capacity of the subgrade in road construction is one of the factors that is very instrumental in determining the strength of the construction of the road. The carrying capacity of subgrade is strongly influenced and determined from the CBR value of the soil. The carrying capacity of subgrade is obtained through the DDT and CBR correlation graphs. The greater the CBR value of subgrade in road construction and the greater the carrying capacity of the land from the road. The pavement thickness index (ITP) is a value that functions to determine the thickness of each pavement layer. The value of pavement thickness index will vary greatly and will greatly affect the amount of carrying capacity of the soil. The pavement thickness index is obtained through the relationship between the carrying capacity of the soil (DDT), Cross Equivalent Plan (LER) and regional factors (FR). This value is obtained through the nomogram that has been provided in the Highway Flexible Pavement Pavement Thickness Planning manual with the Bina marga component analysis method. This study aims to determine the relationship (correlation) between the carrying capacity of the soil with the value of the road pavement thickness index using the bina marga method and knowing how much influence the carrying capacity of the soil on the road pavement thickness index. From the analysis results obtained a comparison value of each value that has been determined through reading the Scatter diagram of the relationship between DDT and ITP. From the Scatter reading the relationship diagram (correlation) between the carrying capacity of the soil (DDT) and the pavement thickness index (ITP) is linear negative at all points of value, because the two relations run very strongly / negatively opposite because the correlation results (r = - 0.993909289 approaching - 1). Therefore, the greater the carrying capacity of the soil (DDT), the smaller the thickness of the pavement index produced or the greater the carrying capacity of the soil (DDT), the smaller the thickness of the resulting pavement layer. From the carrying capacity of the soil whose influence on the thickness of the pavement thickness is (ITP = - 0.6665.6.16 + 8.4222 = 4.31) the same for all research points.
Analisis Konstruksi Posisi Lightning Arrester di Gardu Distribusi Km 0003 Penyulang Subagan Wilayah Kerja PT PLN (Persero) ULP Karangasem Sariana, I Made; Asna, I Made; Sugarayasa, I Wayan
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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One of the system distribution components is the substation distribution. Distribution substation connects the network to consumers. The most important components of a distribution substation is the transformer . Transformers often experience interference due to lightning strikes since the position is in the open air. During the period of time 2017 -2019 on feeder Subagan suffered disruption due to the impulse of lightning for 10 times. The study aim to discuss how the work of lightning arresters in protecting equipment with the construction of the old model and after made changes in the position , distance protection ideal lightning arrester to the transformer , performance lightning arrester after changes in position on the new construction , and the impact of differences in the construction of the installation of lightning arresters in ULP Karangasem . From the analysis , through the climate condition in the region of Karangasem, the maximum lightning distance protection arrester and the transformer is 6.2245 meters. Distance lightning of the old construction existing arrester and transformer was 1,5 meters. The distance that makes the current peak of lightning that is capable received from lightning arrester amounted to 178.3032 kA, so it can be concluded that the distance lightning arrester and transformer with long construction can work with the maximum. The new construction, according to SPLN D5.006 2013, the distance of lightning arrester and transformer in KM 0003 was 0.6 meters. The distance that makes the current peak of lightning that is capable received from lightning arrester is higher, namely 655.008 kA, and increase the performance of lightning arresters for 267.36 % due to changes in position.
Evaluasi Perkerasan Landasan Pacu Pada Bandara Pattimura Dengan Membandingkan Metode FAA dan FAARFIELD Software Lewa, Mario Stevano; Ariawan, Putu; Budiarnaya, Putu
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

Maluku is one of the provinces in eastern Indonesia which is famous for its natural beauty. This is supported by the number of tourists who come there through Pattimura airport. With the increasing demand for air transportation at Pattimura airport at this time it is necessary to change the airport facilities specifically runways to accommodate all flight requests. Therefore, the thickness of the pavement of the runway must meet the strength of the structure so that it can serve the movement of the aircraft according to the age of the plan (in 2037). The purpose of the final assignment is to evaluate the strength of the pavement of the runway by comparing the flexible pavement design between the FAA Method and FAARFIELD Software. The data used are passenger data for 2011-2017, aircraft movement data, and runway layout images. Both of these methods will later be used as a reference in changing the thickness of the pavement according to the current condition of the existing runway. The total calculation results using a flexible pavement planning curve with CBR 6 for subgrade and CBR 20 for the subbase obtained results of 78,74 cm from the FAA method and 73,66 cm with the FAARFIELD software. The results of these two methods have a thickness greater than the current pavement condition of Pattimura airport, which is 68,58 cm. Therefore it is necessary to re-plan the thickness of the pavement so that it can accommodate aircraft movements at the planned age.
Analisis Percepatan Waktu Pelaksanaan Proyek Terhadap Rencana Anggaran Biaya Pada Proyek Pembangunan Kantor Dan Gedung Serbaguna Polresta Denpasar Wahyu Guna, I Gede Putu; Ariana, Komang Agus
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

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Time and cost greatly affect the success and failure of a project. The benchmark of project success is seen from a short turnaround time with minimal cost without leaving the quality of the work. The purpose of this research is to analyze the length of time of project implementation, bill of quantity, and percentage of cost plan after accelerated to normal project cost plan using the method of adding labor and overtime hours. The data used in this research is secondary data obtained from contractor implementing. Data analysis using the Microsoft Project 2016 program with the results obtained is the critical path, the duration per item of work, the time of project implementation as well as the total cost after the addition of labor and overtime hours. As a result of additional labor obtained 172 days with a total cost of Rp 6,611,384,715.00, get the difference of Rp 14,547,555 with percentage 0.22%, for additional hours of overtime work 1 hour obtained project time 154.39 days with total cost of Rp 6,638,980,929.00 get the difference of Rp 13,048,659.00 with percentage 0.20%, for the addition of 2 hours overtime was obtained at 116.06 days for a total cost of Rp 6,687,179,465.00 to get the difference of Rp 61,247,195.00 with 0.92% percentage, for the combination of additional labor and 1 hour overtime for 151 days with total cost of Rp 6,632,253,923 get difference of Rp 6,321,653.00 with percentage 0,10%, for combination of addition of labor and overtime hours 2 hours got time 114,54 day with total cost equal to Rp 6,682,351,473 get difference of Rp 56,419,203.00 with percentage 0,85 %.From the comparison of the addition of manpower, overtime and combination of additional labor and overtime hours, the time and cost of implementation are more efficient with no more than the duration and the normal cost budget plan that is to use the addition of manpower, with the result of 172 days and bill of quantityto Rp 6,611,384,715 from normal time of 210 days and normal budget plan of Rp 6,627,273,374.80.
Analisis Gangguan Static Frequency Converter (SFC) PLTG Gilimanuk Saputra, Reza Adisetia; yasa, I Wayan Sugara; Adrama, I Nyoman Gede
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

The electricity system in Bali is supported by several generators, including PLTD / G Pesanggaran, PLTG Gilimanuk, PLTG Pemaron, Sea Cables and IPP Generators in meeting electricity needs in Bali, which can supply electricity needs at the greatest peak load of 940 MW. Along with the increasing various types of electricity consumers in Bali, the performance of each operation is demanded to be in prime condition.However, it does not rule out the disturbance will occur over time, among others, at the Gilimanuk PLTG, an SFC interruption with Card Processor Error Indication and, the Gilimanuk PLTG unit failed to start with an indication on the HMI SSD N. Alarm caused by damage to the 24VDC "traco power switching supply module". PLTG Gilimanuk Simple Cycle ABB 13E2 uses Static Frequency Converter (SFC) as the initial mover by turning the generator into a motor to rotate the turbine to 85% speed. With a disturbance in the processor module it resulted in a failure to start the GT Gilimanuk. Root Cause Analysis tool which is quite easy to do to help find the root of the problem or cause and effect in dealing with future problems. One way to do this is by using the FMEA (Failure Mode and Effects Analysis) tool, Fish Bone Analysis and Fault Tree Analysis.
Rancang Bangun Alat Pendeteksi Kebocoran Gas LNG Menggunakan Sensor MQ-6 Pada Line Main Gas Header PLTDG Dengan Konektivitas ESP-8266 Berbasis Android Pangaribuan, Edwin Josafat; Asna, I Made
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

To make electrical energy, a power plant is needed to produce it, in the current era where pollution is increasing which results in global warming, environmentally friendly power plants are being intensified, one of which is PLTDG where 99% of the fuel is LNG, which is one of the environmentally friendly energies that produces lowest emissions. In using LNG, it also needs to be supported by safety equipment to maintain the safety, security of workers and power plant, so a safety system is needed to monitor the condition of the gas distribution installation to remain safe from LNG gas leaks. This research aims to produce a design for detecting LNG gas leaks in gas installations such as gas connections and pipes using the MQ-6 sensor as a gas sensor, and the ESP 8266 as a module on the Arduino Uno microcontroller to connect Arduino to the internet via wifi. The way this tool works is, when the MQ-6 sensor detects LNG gas, the sensor will send data to Arduino Uno and display it on the LCD screen, in experiments that have been carried out the buzzer and led provide an alarm notification when the leakage measurement reaches the 400ppm set point, Average gas leakage value at 640ppm in experimental data, this tool sends information on gas leakage data to Thinkspeak and then sends data to Android smartphone with a response range of 6-9 seconds from the leakage value reading.

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