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Pradityo Utomo
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Pilar Teknologi : Jurnal Penelitian Ilmu-ilmu Teknik
Published by Universitas Merdeka Madiun
ISSN : 25027042     EISSN : 25803557     DOI : https://doi.org/10.33319/piltek.v4i1
Core Subject :
Jurnal Pilar Teknologi memuat naskah hasil penelitian, kanjian konseptual, analisis kritis, resensi buku di bidang ilmu teknik Terbit per satu semester (dua nomor dalam setahun) Pada bulan Maret dan September
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 7 Documents
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Search results for , issue "Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI" : 7 Documents clear
Analisis Perbandingan Gaya Gempa Berdasar SNI 1726 2002 Dan SNI 1726 2012 Terhadap Struktur Atas Gedung Perpustakaan Dan Laboratorium Politeknik Negeri Madiun Rosyid Kholilur Rohman
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.27

Abstract

Indonesia is a country whose territory lies at the confluence of three tectonic plates, so that Indonesia's territory becomes earthquake prone. Indonesia it self has had regulations on earthquake resistance in SNI 1726 2002 but 10 years later a new regulation was issued SNI 1726 2012. To find out the difference it will be compared to the application of SNI 1726 2002 and SNI 1726 2012 to the structure Library and Laboratory Politeknik Negeri Madiun. The results of the analysis obtained the basic shear force of SNI 1726 2002 amounting to 72029,23 kg while the SNI 1726 2012 amounted to 133760,1 kg. The distribution of earthquake forces to each floor of SNI 1726 2012 is 85,7% greater than SNI 1726 2002. The inter-floor deviation of SNI 1726 2012 is greater than SNI 1726 2002. The results of calculation of reinforcement requirements based on SNI 1726 2002 are obtained.
DESAIN JEMBATAN T-GIRDER PADA SUNGAI JALAN ANTARA MENGGUNAKAN SNI 1725 2016 ardy Muhamad R
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.37

Abstract

Bridges are part of the national transportation system that has an important facility. In Putri Sembilan Village, Rupat Utara District, there is a very important bridge where this bridge is the only alternative for residents of Putri Sembilan Village to the fishing port and plantation. The current condition of the bridge has been damaged with wood material that has been decayed and hollow. For this reason, a new bridge was planned using reinforced concrete structures. This plan refers to SNI 1725-2016 concerning the loading of bridges and SNI T-12-2004 concerning the planning of concrete structures for bridges in the hope of obtaining a bridge structure that is safe and in accordance with applicable standards. The design consists of bridge slabs, sidewalks, stamped plates, girder beams and diaphragm beams. As the result, the main reinforcement slab D16-200 mm and D13-300 mm are obtained. Reinforcement direction extending the stamp plate obtained reinforcement D16-200 mm while for the transverse obtained D16-250 mm. For the main reinforcement girder beam obtained 28D32 mm, compressive reinforcement used 8D32 mm reinforcement and shear reinforcement used Ø13-100 mm reinforcement. While the main reinforcement of the diaphragm beam using 3D16 mm and shear reinforcement obtained Ø13-200 mm reinforcement.
Rancang Bangun Keamanan Jaringan Wireless Yang Terintergrasi Dengan Usermanager Menggunakan Mikrotik (Studi Kasus: DIV Teknik Informatika Politeknik Harapan Bersama) Dega Surono Wibowo; Ginanjar Wiro Sasmito
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.54

Abstract

Abstract— For now the internet network is the main requirement of everyone. Now the internet has also reached all elements of society, even in every corner of the place to gather, be it in cafe schools or learning centers, has made the internet the main facility. WiFi is a means to wirelessly connect devices to the internet network. The problem in this research is how to provide a wireless network using the user profile of a hotspot using usermanager. The research method used is by conducting literature studies, using network topology, selecting and configuring network devices, configuring usermanager, conducting testing and analysis of results. Thus the specific target in this research is to design a WIFI network that is integrated with usermanager, and each user can be monitored at any time. Keywords—: Wireless; Hotspot; Usermanager.
Survey Investigation Design (SID) Pintu Air Rejomulyo Hendro Susilo
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.56

Abstract

Abstract— In connection with efforts to control flooding problems in the Jeroan River, Teratai River, Sono River, and Maling River, in Madiun is necessary to conduct a survey and investigation. One of the recommendations in the work was the need for flood control with the Rejomulyo sluice gate. So that the Study of Investigation Design (SID) of the Rejomulyo sluice can provide a description of the benefits of the sluice gates. The geometry of the river flow in the Sono River in the existing condition with flood design Q1.05th  occurred flooding at elevation +63.64 to elevation +66.23, in the existing condition with flood design Q2th there was a flood at +64.56 to elevation +67.65. Whereas the river flow geometry in the Sono River in conditions with the presence of sluice gates and retarding basin with flood design Q2th occurred at an elevation of +63.90 to elevation +67.12. The use of retention reservoirs in the study area was effective enough to be able to cut flood peaks from 175 m3/s to 117 m3/s (2 year return period). while for annual returns, it can cut flood peaks from 70 m3/s to 48 m3/s. so the cutting ability of the peak of the flood is 30%. The duration of the peak cutting of the flood runs for 5-7 hours during the flood period. Keywords—: sluice gate; survey investigation design; flood.
Analisis Stabilitas Sheet Pile Kali Sono Kota Madiun Seno Aji; Rosyid Kholilur Rohman; Setiyo Daru Cahyono
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.57

Abstract

Abstract— Slope slides can occur if the specific gravity of the land working as the driving force is greater than the shear stress that serves as a restraining force. To prevent landslides there are several methods that can be used, one of them is using sheet pile as a soil barrier. Besides working to hold the soil, the sheet pile also functions to prevent the entry of water into dug pits, so it is very good to be used at the edge of the sea or river. The formulation of the problem that arises is how the value of active and passive soil pressure on the sheet pile, as well as how the suitable CPC Sheet Pile specifications are used in this study. The research method used is geotechnical analysis for sheet pile retaining walls. Based on soil data and calculation analysis, the value of active soil pressure on sheet pile is 104.06 kN / m and the value of passive soil pressure is 206.19 kN / m2. The CPC Sheet Pile specification used is Type W-600A, 15 meters long with Mcrack = 50.6 Ton.meter. Keywords—: Slope slides; sheet piles; the value of active and passive; geotechnical analysis.
Implementasi Website Desa Untuk Mengoptimalkan Pelayanan Surat Pengantar dan Kritik Saran Terhadap Masyarakat Desa Kiringan Alvin Risma Shaniapuri; Irna Yuniarfi; Aprilia Manganti; Farras Raihan AL-Ayyubi; Nugroho Adi Widago
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.58

Abstract

Abstract— Kiringan Village in serving its community has the objective of improving the welfare of rural communities and the quality of human life as well as reducing poverty through meeting basic needs, building village facilities and infrastructure, developing local economic potential, and utilizing natural and environmental resources in a sustainable manner. The community needs an optimization of public services in submitting cover letters which are still done manually. The Kiringan village office really needs a web-based information system that contains various kinds of information that can be accessed by the community including web profiles, important village information and supporting features for online correspondence. The use of a computerized system is expected to facilitate the community as users. In this study using the waterfall method. The arrangement of these methods is analysis, system design, implementation and testing. The results of this study are two kinds of users, namely User and Admin. The testing phase in this study uses blackbox testing. From the results of the tests that have been done, it is found that the features on the website are appropriate and easy to use. Keywords—: Public Service; Waterfall; Website.
Pengendalian Waktu Pembangunan Jalan Poros Desa Ruas Kedungprahu- Sukowiyono Lyya Supriyono; Laily Fatmawati
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.59

Abstract

Abstract— The road is a vital tool for the village community where the majority of their livelihood is as a farmer. Increasing the economy in the village is not only determined from agricultural yields but also determined by supporting facilities and infrastructure such as road repair. The road construction process with a long duration of time will certainly hamper the performance of the farmers which has an impact on declining income. Therefore it is necessary to control the working time on the Construction of the Village Axis Road Kedungprahu-Sukowiyono so that work can be completed as quickly as possible without reducing the quality of road pavement work. In this study we use the CPM (Critical Parth Method) method in evaluating the scheduling of the Kedungprahu-Sukowiyono road segment construction project. With the CPM (Critical Parth Method) Method we can find out the critical paths and non-critical paths. The results of the study of controlling the time of construction of the village road axis of the Kedungprahu-Sukowiyono section were accelerated on the critical path. Savings of funds amounted to 1,723,879.68, there was no change in the critical path after accelerating the project with the addition of overtime hours, the implementation time from 60 days to 55 days. Keywords—: Time control; road; kedungprahu.

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