cover
Contact Name
Terttiaavini
Contact Email
avini.saputra@uigm.ac.id
Phone
+6285377238800
Journal Mail Official
lppm@uigm.ac.id
Editorial Address
Jl. Jend Sudirman No 629 KM 4 Palembang
Location
Kota palembang,
Sumatera selatan
INDONESIA
Jurnal Tekno Global
ISSN : 24776955     EISSN : 23386762     DOI : -
Core Subject : Engineering,
Karya-karya ilmiah dalam jurnal Tekno Global yang pertama ini merupakan hasil dari tulisan dari Praktisi, Pakar dan dedikasi para Dosen Indo Global Mandiri yang senantiasa memiliki komitmen untuk mengembangkan Ilmu pengetahuan pada bidang Keteknikan baik dalam tataran praktis maupun teoritis sehingga dapat memberikan manfaat bagi masyarakat untuk meningkatkan kesejahteraan dan keamanan hidup. Meningkatan kualitas karya ilmiah dalam jurnal keteknikan merupakan suatu hal yang fundamental karena pembangunan adalah penopang berlangsungnya kehidupan sebuah negara. Jurnal Ilmiah Tekno Global diterbitkan 2 (dua) kali dalam 1 (satu) tahun pada bulan Juni dan Desember. Artikel yang diterbitkan bulan Juni diterima Dewan Redaksi paling lambat bulan Maret, dan yang diterbitkan bulan Desember diterima Dewan Redaksi paling lambat bulan September.
Articles 62 Documents
PERENCANAAN UNIVERSITY GREEN CORRIDOR Jalur Hijau Penghubung Ruang Terbuka Antar Universitas di Wilayah Kecamatan Depok Kabupaten Sleman DIY Prihastomo, Bondan
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (384.457 KB) | DOI: 10.36982/jtg.v5i1.91

Abstract

It is undeniable that the Earth's temperature over time is increasing. This we know as global warming. This is evident since 1880 where the Earth's average temperature rise of 0.8 ° C. A drastic improvement occurred in recent decades. According to NASA's Goddard Institute for Space Studies, areas that have been affected most from global warming is an urban area, so experts are racing to figure out how to overcome, suppress and improve the natural conditions for the life of mankind for a better life. One way that can be done for the problem of global warming is to create green open spaces in urban areas. Green Line system is the most effective solution to provide shade areas as quality improved comfort for pedestrians and other road users. Sleman is one part of the city of Yogyakarta, which is becoming increasingly congested by vehicles and settlements. Therefore there is need for improvement of the quality of the green line so that the quality of urban space to be better. In this paper will discuss the concept of the green line which is interconnected with a network of green cities with more emphasis on pedestrian path along the road that connects several major Universities in Sleman.Keywords: Green Line Systems, corridors and pedestrian
Analisa Kuat Lentur Perkerasan Menggunakan Alat Benkelman Beam Pada Ruas Jalan Perintis Kemerdekaan Okbri, Satriyani
Jurnal Tekno Global Vol 7, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (424.632 KB) | DOI: 10.36982/jtg.v7i1.507

Abstract

AbstractThe city of Palembang as a Metropolitan city has a greater population density and it affects the increase in vehicle volume up to 20% / year. to anticipate the increase in the volume of vehicles on the Palembang Kemersungan Printis Road section, sharing the ways of the government one of them was the construction of new roads, widening roads, maintenance and repair of roads and overlays. The design of flexible pavement added thick layer that is commonly used at this time using the deflection method. The deflection method in this study uses traffic volume data which will then be analyzed to obtain the standard axle load equivalent (CESA) accumulation value over the life of the plan. Deformation values can be obtained from the Benkelman Beam tool testing results. This study aims to determine the relationship between measurements of road surface conditions with deflection values "Benkelman Beam. From the results of the survey, the level of road conditions that need to be overlaid and the deflection value in each segment is obtained, then the deflection value obtained to determine the thickness of the overlay needed. From deflection testing with the Benkelman Beam tool, an average deflection value was 0.15. Based on the graph of conceptual trigger, the value states that the Perintis Kemerdekaan road segment needs to be carried out by non-structural Routine and Additional Layer Maintenance.Keyword : Benkelman Beam, Overlay, Flexible Pavement AbstrakKota Palembang sebagai kota Metropolitan mempunyai kepadatan penduduk semakin besar dan itu mempengaruhi peningkatan volume kendaraan sampai 20% / tahun. untuk mengantisipasi pertambahan volume kendaraan pada ruas Jalan Printis Kemeredekaan Palembang, berbagi cara yang dilakukan pemerintah salah satunya pembuatan jalan baru, pelebaran jalan,permeliharaan dan perbaikan jalan serta overlay. Perencanaan tebal lapis tambah perkerasan lentur yang umum dipakai pada saat ini menggunakan metode lendutan. Metode lendutan dalam penelitian ini menggunakan data volume lalu lintas yang selanjutnya akan dianalisa untuk mendapatkan nilaiakumulasi ekivalen beban sumbu standar(CESA) selama umur rencana.NilaiLendutan dapat diperoleh dari hasil pengujian alat Benkelman Beam. Penelitian ini bertujuan untuk mengetahui hubungan antara pengukuran kondisi permukaan jalan dengan nilai lendutan ?Benkelman Beam. Dari hasi survei tersebut didapatkan tingkat kondisi jalan yang perlu dilakukan overlay dan nilai lendutan balik pada setiap segmen, selanjutnya nilai lendutan yang diperoleh untuk menentukan tebal overlay  yang dibutuhkan. Dari pengujian lendutan dengan alat Benkelman Beam dihasilkan nilai lendutan rata-rata 0,15. Berdasarkan grafik pemicu konseptual nilai tersebut menyatakan bahwa ruas jalan Perintis Kemerdekaan perlu dilakukan Pemeliharaan Rutin dan Lapis tambah non struktural.Kata kunci : Benkelman Beam, Overlay, Perkerasan Lentur
ANALISIS PERBANDINGAN GELAGAR INDUK JEMBATAN KONSTRUKSI BALOK BETON KONVENSIONAL DENGAN GIRDER BAJA KOMPOSIT JEMBATAN AIR PEDU OKI Nisumanti, Sartika; Hadiyana, Djaenudin
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (503.532 KB) | DOI: 10.36982/jtg.v5i1.383

Abstract

Economic conditions in South Sumatera Province are developing, the Government made policy by opening a new alternative rute from Palembang to Kayu Agung, Ogan Komering Ilir Regency, so the vehicles going towards Kayu Agung or otherwise can use this rute. Therefore, the construction of Air Pedu bridge that connects Jakabaring Palembang - Jejawi road with a length of 25 meters were done. The problem is the construction of the Pedu Water Bridge are use 5 prestress precast girder beams that are 1.25 meters high so that the mobilization to the location is quite difficult, so it is try to be re-planned by using conventional concrete beams which are casted on the spot and also try to be re-planned by using composite steel. Thus the bridge is planned by using conventional concrete beams and steel girder beams. The aims to compare the results of the calculation of the longitudinal girder of Air Pedu Bridge using material and concrete prestress calculation method by re-planning using the method of calculation of conventional concrete beams and steel girder beams by re-planning both methods with reference to applicable planning standards.The result is the loading of conventional concrete beams by using the quality of concrete fc?= 4000 psi and reinforcing steel fy = 40000 psi gained a moment Mu=3879,6 k-ft, and rmax = 0,0371. Loading girder beam with steel profile Bj 37 with ¦y = 240 Mpa and ¦u = 370 MPa got the total moment Mtot = 394,01 t.m. From the results of calculations Conventional concrete beams and steel girder beams still allow for bridges with short spans, especially spans 25 meters.Keywords :  conventional concrete girder, composite steel grider, prestressed concrete
Pendataan Ruas Jalan (Leger Jalan) pada Ruas Jalan Palembang - Betung Nisumanti, Sartika
Jurnal Tekno Global Vol 7, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (680.095 KB) | DOI: 10.36982/jtg.v7i2.550

Abstract

AbstractAs national assets, roads are vital to establish the means of national development, especially in term of achieving balanced inter-regional development and equitable distribution of national outcomes. The Palembang-Betung road segment is managed in every fiscal year because it plays a key role in economic development for South Sumatra which links South Sumatra with other Provinces. This certainly leads to the change of the road condition, so it is necessary to collect data related to leger road for road network development plans and programs. Thus, this research issue is how to produce a Leger Road document which includes information about the Palembang - Betung road and its contents.This study aimed at identifying the overall asset data in the Palembang-Betung road section and then analyzing the data as an evaluation material for road maintenance in the form of leger road document data so that road segments need to be collected (road leger).The study results showed that Leger Road Documents had 5 parts, namely road summary cards, road cards (technical data), road cards (situations and pieces), album cards and bridge cards.The area of the Road owned space  is 9,749,109 m2 of road segment. The average data of daily traffic for the km segment was 16 + 500 up to 17 + 250 equal to 33,034. The thickness of Road pavement was AC-WC = 0.04 m, AC ?BC = 0.05, AC-Base = 0.075 m, Aggregate class A = 0.25 m, Aggregate class B = 0.30 m.The type of damage on road pavement was exfoliated with an area of 7.75 m², perforated area of 2.85 m², Crocodile cracking area of 7.62 m2, wavy area of 22.42 m², cracked lengthwise to an area of 7.86 m '.Keywords : Road Maintenance, Road LegerAbstrakJalan merupakan aset Negara yang pada hakekatnya mempunyai peranan penting dalam rangka mewujudkan sarana pembangunan Nasional, terutama yang menyangkut perwujudan perkembangan antar daerah yang seimbang dan pemerataan hasil pembangunan.  Ruas jalan Palembang-Betung setiap tahun anggaran dilakukan penanganan karena ruas jalan ini memegang peranan penting sebagai roda perekonomian di Sumatera Selatan karena menghubungkan Provinsi Sumatera Selatan dengan Provinsi lainnya. Hal ini tentunya membawa perubahan kondisi pada ruas jalan ini, maka perlu dilakukan pendataan leger jalan  untuk penyusunan rencana dan program pembinaan jaringan jalan.Permasalahan pada penelitian ini  adalah Bagaimana cara menghasilkan Dokumen Leger Jalan yang memuat informasi mengenai ruas jalan Palembang ? Betung beserta isinya. Penelitian ini untuk mengetahui data  aset  secara keseluruhan yang terkandung pada ruas jalan Palembang- Betung kemudian dilakukan  analisa data sebagai  bahan evaluasi untuk perawatan  jalan yang berupa data dokumen leger jalan sehingga  perlu dilakukan pendataan ruas jalan (leger jalan).Hasil penelitian Dokumen Leger Jalan di bagi menjadi  5 bagian yaitu kartu ringkasan jalan, kartu jalan (data teknik), kartu jalan (situasi dan potongan),  kartu album dan  kartu jembatan.Luas area Ruang Milik Jalan diperoleh 9.749.109 m2 persegmen ruas jalan. Data lalu lintas Harian rata-rata untuk segmen km. 16 + 500 s/d 17 + 250 sebesar 33.034. Perkerasan jalan diperoleh  tebal AC-WC = 0,04 m, AC ?BC= 0,05, AC-Base= 0,075 m, Agregat klas A = 0,25 m, Agregat klas B = 0,30 m.Jenis kerusakan yang terjadi pada perkerasan jalan adalah terkelupas dengan luas 7,75 m², berlubang luas 2,85 m², Retak Buaya luas 7,62 m2, bergelombang luas 22,42 m², Retak Memanjang luas 7,86 m?.Kata kunci :  Pemeliharaan Jalan,  Leger Jalan
ANALISA KELAYAKAN RENCANA PEMBANGUNAN SARANA PENYEDIAAN AIR BAKU DEMPO TENGAH KOTA PAGARALAM Rachman, Delli Noviarti
Jurnal Tekno Global Vol 3, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (759.245 KB) | DOI: 10.36982/jtg.v3i1.392

Abstract

The need for raw water for a variety of clean water, needs for households, public places and industries will continue to increase in line with the speed of development in various sectors and fields, as well as the ever-increasing population. On the other hand, the amount of raw water supply and infrastructure available today is still relatively limited, so it has not been able to meet all these needs, especially during the dry season. This, if left unchecked, will have a negative impact on the welfare and health of the community and its environment. Dempo sub-district is located in Pagaralam city, is a developing area that needs raw water to meet the needs in the region. Based on the above circumstances, and to meet / meet the needs of clean water Dempo Tengah city Pagaralam, the Ministry of Public Works and Public Housing plans to build a means of providing raw water Dempo Tengah city Pagaralam. But whether the development will be feasible or not, then the study of clean water needs analysis for the community in 2 districts, namely Dempo Tengah and Kota PagaralamKeywords : Feasibility, raw water, development
PERENCANAAN DAN PERANCANGAN ISLAMIC CENTER DI KABUPATEN LUMAJANG Alhafez, Ricky Ravsyan; Wicaksono, Bambang; Solikhudin, M.
Jurnal Tekno Global Vol 6, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1362.041 KB) | DOI: 10.36982/jtg.v6i1.422

Abstract

The Islamic Center in Lumajang district is a religious institution as a center for the development and development of religion and Islamic culture in a continuous and directed, so as to realize an active and dynamic religious life in the community towards the full development of people, which emphasizes on non-formal education in a mass. The pattern of activities of Islamic Center in Lumajang Regency which will be planned to have the scope of service area of Lumajang Regency and its surroundings, the emphasis of operational activities that include ritual, social and commercial activities with attention to the potential of Islam and local cultural characteristic so that its existence can be an integral part of growth society is increasingly dinamis.Pendekatan on the analysis of the Islamic Center in Lumajang District Planning approach Islamic Center in Lumajang using suppression approach that includes design: geometry approach in Islamic architecture, facade precedent geometry in architecture, approach to offenders and activity, and the amount of space studies. The main activity groups include: building guidance of ummah (such as mosque, multipurpose room, da'wah media), administration and management building (management building), education building (Madrasyah, library building). Supporting activity groups include: (food court), service activities service buildings.Keywords: Planning, Islamic Center, Lumajang District
PENENTUAN KOORDINAT GEODETIK TITIK BM PASUT JAWA DARI DATA PENGAMATAN GPS Risdianto, Herry
Jurnal Tekno Global Vol 3, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (440.941 KB) | DOI: 10.36982/jtg.v3i1.15

Abstract

The purpose of this research was to determine the geodetic coordinates Tidal BM points of Java. Determinationof the coordinates is done by GPS measurements at this points for 3 days. Accuracy of the data processing shownon the value of the standard deviation of latitude (?), longitude (?), and ellipsoid height (h). The Results of dataprocessing showed that latitude coordinates has range accuracy from 1.84 x 1.84 x 10-6 sec to 10-6 sec. Longitudecoordinates has range accuracy from 1.85 x 1.94 x 10-6 sec to 10-6 sec. While the ellipsoid height has rangeaccuracy from 9 to 12 cm. Observation point that has the highest accuracy of ellipsoid high is Sunda Kelapa, witha level of accuracy of 9.7 cm, while the observation point that has the lowest of accuracy ellipsoid high is Prigi,with a level of accuracy of 12 cm.
PEMODELAN MUKA AIR LAUT RERATA MENGGUNAKAN DATA SATELIT ALTIMETRI ENVISAT Risdianto, Herry
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (788.795 KB) | DOI: 10.36982/jtg.v5i1.95

Abstract

The purpose of this research was to create a model of Mean Sea Level (MSL). MSL modeling is done by determining Sea Surface Height (SSH) using Envisat altimetry satellite data with research sites in the sea south of Java. Evaluation is done by looking at the standard deviation of MLR models produced. The results showed that the standard deviation value 0 s.d. 0,999 m have the most amount of data, as many as 840 points, or about 94.49%. While the standard deviation value over 2 m have the least amount of data, as many as 18 points, or about 2.02%. While the remaining 3.49% is the standard deviation value between 1 s.d. 2 m.Keywords :MSL, SSH, Envisat.
Analisa Pemetaan dan Swot untuk Rencana Pembangunan Kawasan Pasar Ikan Modern di Kecamatan Muara Beliti, Purwodadi dan Tugumulyo Rachman, Delli Noviarti; Riwayati, RR. Susi
Jurnal Tekno Global Vol 7, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (527.144 KB) | DOI: 10.36982/jtg.v7i1.511

Abstract

Abstract Musi Rawas Regency is the largest fish producer in South Sumatra Province. Based on the Musi Rawas regency RTRW, there are 3 sub-districts that can be developed into integrated fisheries areas, namely Muara Beliti, Tugumulyo, and Purwodadi. According to a mapping survey, SWOT analysis and technical analysis of the three sub-district locations were held found that Muara Beliti  the location was still quiet from the population and far from the fishery center. But technically, the location that has been prepared, and it is very suitable with the RTRW of Musi Rawas Regency. There are already general facilities, has a hard soil structure, and the area of land that can be used is around 5.7 Hectare. The location of Purwodadi is in the middle of the city and on the edge of a big road. However, at this location there is a public market, and most of the land plans that will be used for the development of the community-owned land. The land area is around 1.9 Ha, so it is feared that it will create new problems if it is to be developed in the future.Tthe location in Tugumulyo area is located on inter-provincial road which is located in the middle of the sub-district, near the community housing, the planned land area is around 3.2 Ha, and there are drainage network on the edge and around the area. So, The most suitable for the development of the minnbisnis area in Musi Rawas Regency is in Tugumulyo.Keywords : Minapolitan Area, Mapping Survey, SWOT Analysis Abstrak Kabupaten Musi Rawas adalah penghasil ikan terbesar di Provinsi Sumatera Selatan. Oleh karena itu kawasan minapolitan sangat bagus untuk dikembangkan di kabupaten ini. Berdasarkan RTRW Kabupaten Musi Rawas, ada 3 kecamatan yang bisa dikembangkan menjadi kawasan perikanan terpadu, yaitu Muara Beliti, Tugumulyo, dan Purwodadi. Menurut survei pemetaan, analisis SWOT dan analisis teknis dari tiga lokasi kecamatan yang telah dilaksanakan didapatkan bahwa kecamatan Muara Beliti lokasinya masih sepi dari penduduk dan jauh dari pusat perikanan. Namun secara teknis, lokasi di Kecamatan ini memang disiapkan untuk pengembangan, dan sangat sesuai dengan RTRW Kabupaten Musi Rawas. Sudah ada fasilitas umum, memiliki struktur tanah yang keras, dan luas lahan yang bisa digunakan adalah sekitar 5,7 Hektar. Untuk kecamatan Purwodadi, lokasinya di tengah kota dan di pinggir jalan besar. Namun, di lokasi ini ada pasar umum, dan sebagian besar rencana lahan yang akan digunakan untuk pengembangan lahan milik masyarakat. Luas lahan sekitar 1,9 Ha, sehingga dikhawatirkan akan menciptakan masalah baru jika ingin dikembangkan di masa depan. Sedangkan di Kecamatan Tugumulyo, lokasi untuk pengembangan daerah minabisnis terletak di sisi jalan besar (jalan antar provinsi) yang terletak di tengah kecamatan, tanahnya terletak di lokasi yang berlawanan dengan masyarakat. perumahan, luas lahan yang direncanakan adalah sekitar 3,2 Ha, dan ada jaringan drainase di tepi dan di sekitar area. Dapat disimpulkan bahwa lokasi yang paling cocok untuk pengembangan kawasan minabisnis di Kabupaten Musi Rawas berada di lokasi di Kecamatan Tugumulyo.Kata kunci : Area Minapolitan, Survey Pemetaan, Analisa SWOT
PERKEMBANGAN PERUMAHAN SKALA KECIL DAN FAKTOR-FAKTOR YANG MEMPENGARUHI PERKEMBANGANNYA DI KELURAHAN BUKIT LAMA PALEMBANG Putri, Faradiah Hildy
Jurnal Tekno Global Vol 2, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (252.794 KB) | DOI: 10.36982/jtg.v2i1.387

Abstract

Housing construction by private developers in Kelurahan Bukit Lama began in 1986 with the construction of Perumahan Poligon. Since then, housing construction continues in Kelurahan Bukit Lama. Residential housing is developed by private developers with the goal to the middle to the top. At the beginning, it is built a large-scale housing or housing that has numbers of units but this time more housing developments leading to small-scale housing. Small scale housing developments is seen in three aspects; growth, spatial, and actors. These three aspect are changed in different time unit. Small-scale residential development is influenced by factors of housing location. Housing location factors are seen from developer and buyer.Keywords: development, factors