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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 Dermaga (Jetty) Pada Pelabuhan Dili Timor Leste Teodósio Gil Soares da Costa; Putu Ariawan; Komang Agus Ariana
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 Wayan Suriana; Elvis Kase; I Nyoman Gede Adrama
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) Roberth Evander Meidudga; I Gusti Ngurah Nyoman Wismantara
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 Rene Clinton da Costa Soares; Putu Budiarnaya
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

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 I Made Sariana; I Made Asna; I Wayan Sugarayasa
Jurnal Ilmiah Telsinas Vol 3 No 1 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

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 Mario Stevano Lewa; Putu Ariawan; Putu Budiarnaya
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 I Gede Putu Wahyu Guna; Komang Agus Ariana
Jurnal Ilmiah Telsinas Vol 3 No 2 (2020)
Publisher : Universitas Pendidikan Nasional

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Abstract

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 Debit Banjir Pada Perencanaan Saluran Drainase Daerah Padangsambian Kelod Ruas Jalan Gunung Salak Anak Agung Ratu Ritaka Wangsa
Jurnal Ilmiah Telsinas Vol 4 No 1 (2021)
Publisher : Universitas Pendidikan Nasional

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Abstract

ABSTRACT: The Padangsambian Kelod area is one of the densely populated areas. This causes changes in the land use function from rice fields to housing, which reduces water infiltration, causing surface runoff. So that the author needs to calculate the flood discharge and drainage planning in the area. The stages in calculating flood discharge to planning drainage channels include looking for stations that affect, namely Ngurah Rai Station, Sanglah Station, Ship Station, conducting existing drainage channels. After that, calculate the total rainfall and maximum rainfall, which means that the data will be used for further calculations such as the consistency test of the Double Mass Analysis method, calculating the regional average rainfall, testing the selection of distribution, calculating rainfall, design the Log Person Type III method, calculating Rain intensity (Talbot, Sherman, Ishiguro), Calculating distribution suitability test (Smirnov Kolmogorov), Calculating flood discharge analysis (Rational) to dimensional calculations. In the analysis of the flood discharge, the flood discharge plan for the 5 year return period is 0.049 (m3/s)> the existing flood discharge is 0.030 (m3/s) so it is necessary to plan drainage channels in the Padangsambian Kelod area.
Implementasi Metode Propotional, Integral, Derifative (PID) Sebagai Kontrol Kapal Autonomous Dengan Sistem Waypoint Untuk Wahana Batimetri Dedy Prayogy Amsyafi Putra; Suryadhi Suryadhi; Rudi Siap Bintoro
Jurnal Ilmiah Telsinas Vol 4 No 1 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1042.433 KB) | DOI: 10.38043/telsinas.v4i1.2881

Abstract

Indonesia is the world's largest island nation with many islands and more seas than land. Because of the size of the Indonesian sea, oceanographic science is needed. Oceanographic learning involves the study of the underwater depths of the batimetric sciences. Batimetric science is crucial because it studies underwater depth. Batimetric processes in Indonesia today generally employ large vessels with manual control, resulting in the skill required of drivers at risk for obtained track data. With the problem, it has been designed to disrupt the autonomous control system with a pid waypoint system that would provide stable direction for the ship. The control system USES the arduino microcontroller which is used for processing data. The data obtained are data coordinates obtained from the GPS and the ship's navigation data obtained from the compass sensors. The data obtained will be processed and applied to pid methods. Of the pid process can be generated the degree degree required to power the servo motor connected to the ship's rudder. In this research USES four coordinate points of starting point, first goal point, second point of destination, and third point of goal. Once it reaches the third point of destination, the ship will return to its starting point. From the results of the testing done, the result is a kostanta pid score of KP =8, ki =5, kd = 3.5. Tests enabled the system that kept the ship's course steady as it should. So the ship goes on track.
Hubungan Komitmen Manajer Proyek Terhadap Keberhasilan Proyek Konstruksi Gedung di Wilayah Perkotaan Sarbagita Ayu Mirayani Pradnyadari Ni Luh Made
Jurnal Ilmiah Telsinas Vol 4 No 1 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (481.935 KB) | DOI: 10.38043/telsinas.v4i1.2882

Abstract

Project manager is leader of project organization who take responsibility for whole projects in purpose to get it wrapped succesfully. Commitment is an important thing for a project manager. A project manager who isn't committed might impact into the failure of a project, as well as inflated costs, late project completion and unmet quality. This studi aimed to analyze the relationship between project manager commitment to the success of building construction projects. This research was conducted on a building construction project in the Sarbagita Urban area (Denpasar City, Badung Regency, Gianyar Regency, and Tabanan Regency). Collecting data through a survey using a questionnaire. Respondents selected based on the purposive sampling method, includes the criteria of people who have been / are handling the implementation of building construction projects, have at least three years of experience, have the position of project manager, Site Manager, Operational Manager, which includes 60 respondents. Data processing using Partial Least Squares analysis with SmartPLS 3.0 software. The results of the analysis show that the Project Manager's Commitment has a positive and significant effect on the success of building construction projects. The most dominant commitment variable was a career commitment of 0.241, followed by a normative commitment of 0.237, a continuance commitment of 0.228, and an affective commitment of 0.217

Page 3 of 18 | Total Record : 174

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