cover
Contact Name
Edowinsyah
Contact Email
itpaberings89@gmail.com
Phone
+6285290642110
Journal Mail Official
itpaberings89@gmail.com
Editorial Address
Jl. Masik Siagim No. 75 Simpang Mbacang Kelurahan Karang Dalo Kecamatan Dempoh Tengah Kota Pagar Alam
Location
Kota pagar alam,
Sumatera selatan
INDONESIA
Jurnal Ilmiah Bering's
ISSN : 2355617X     EISSN : 28281160     DOI : https://doi.org/10.36050/berings.v8i02
Berings Scientific Journalis a national journal published by the Research and Service Institute (LPPM), Pagar Alam Institute of Technology (STTP). which is published periodically in March and October, with the fields of civil engineering research including hydrology, structure, construction, material technology, geometric, transportation, and also in the field of planning such as Regions and cities development and planning, Urban Design, Community Development, Housing
Articles 71 Documents
Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam) M.Sang Gumilar; Bobi Bobi
JURNAL ILMIAH BERING'S Vol 6 No 01 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (892.774 KB) | DOI: 10.36050/berings.v6i01.150

Abstract

This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.
Analisis Desain Struktur IPLT Kota Pagar Alam Ali Okta Akbar; M.Sang Gumilar; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (707.181 KB) | DOI: 10.36050/berings.v4i02.151

Abstract

Building Analysis of IPLT in Padang Karet, Pagar Alam City have ponds, consist of Solid Saparation Chamber (SSC), anaerobic I, anaerobic II, facultative and maturation. SSC building structures include steel roof buildings, steel columns, short columns, cast walls and floor plates. Analysis of steel roofs, steel columns and short columns using SAAP 2000 programming while for studio plates, replace stiffener. Anaerobic columns I, anaerobic II, facultative ponds, ponds and maturation ponds are manually counted. Analysis of the research is done to determine the structure and cost to be used. Costs used in analysis with the Ms.Excel program. The parameters used in the analysis use fc '= 25 MPa, fy = 400 MPa, K-225 concrete and u-34 steel. Combination using SNI 03-1729-2002. Based on the analysis performed, pipe (6 ') is note safe so that pipe (10') are used. Budget plan costs more economically using the pipe (6 ').
Studi Literatur Tentang Penggunaan Software Autodesk Revit Studi Kasus Perencanaan Puskesmas Sukajadi Kota Prabumulih Yosi Marizan
JURNAL ILMIAH BERING'S Vol 6 No 01 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1991.093 KB) | DOI: 10.36050/berings.v6i01.154

Abstract

Computer Aided Design (CAD) has long been known to document architectural design work and information, replace the manual drawing method by hand and bring significant changes in project documentation. BIM (Building Information Modeling) is a paradigm shift replacing Conventional CAD. BIM is basically a digital platform for manufacturing virtual buildings. Autodesk Revit Software is a BIM (Building Information Modeling) based software that helps document projects more realistically with three-dimensional modeling. The purpose of this research in this Final Project is to design a 2-storey building using the Autodext Revit Software for modeling and drawing. The results of the study indicate the use of BIM-based applications in designing a building can simplify the design process, improve the efficiency of time, human resources and its subsequent stages. After going through an integrated process, the final model created has all the information from the architecture, structure, and output volumes automatically.
Analisis Kuat Tekan Beton Ringan Dengan Subtitusi Material Kertas Koran Dan Fly Ash vike itteridi; edowinsyah
JURNAL ILMIAH BERING'S Vol 6 No 01 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (466.788 KB) | DOI: 10.36050/berings.v6i01.170

Abstract

Development in the field of construction in the modern era shows a very rapid development, including in the construction of housing, offices, hospitals and so on. Concrete as a construction material has long been used and widely applied by the community because it has advantages easily formed according to construction needs. The development of concrete technology has also continued to develop with the presence of high-strength concrete. The process of making lightweight concrete certainly requires mixed materials that have low specific gravity. One alternative material that can be used is newsprint and fly ash, both materials are materials that have a low specific gravity and are easy to work on, the addition of fly ash and newsprint so that the relationship of compressive strength and weight of concrete influence each other, the more addition of fly ash and newsprint, the compressive strength increases and the weight of the concrete increases.
ANALISA PENGARUH SUBSTITUSI LIMBAH PLASTIK SEBAGAI AGREGAT KASAR TERHADAP KUAT TEKAN BETON muhamad iqbal saputra; Abdi Nasrullah
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (587.587 KB) | DOI: 10.36050/berings.v6i02.194

Abstract

In general, concrete is composed of cement, fine aggregate, coarse aggregate, water and additional substances if needed. But along with the development of science and technology, concrete constituent materials can also change or be combined with organic or inorganic materials such as plastic waste materials and others. HDPE Plastic (High-Density Polyethylene) Is a type of plastic that is usually used to make milk bottles, detergent bottles, shampoo bottles, moisturizing bottles, oil bottles with code No. 2., toys, and some plastic bags. PET (Polyethylene Terephthalate) PETE or PET is one of the plastics used for food containers, bottles of mineral water and several other wrappers. This plastic is designed for one-time use only. With the use of HDPE and PET plastic waste at a percentage of 20% for concrete compressive strength was not achieved, normal concrete = 15.88 concrete B.HDPE = 12.01, B.PET = 11.71, BC = 12.39 but for concrete weight decreasing, normal concrete = 2330 kg, m3 B.HDPE concrete = 2122 kg, m3, B.PET = 2128 kg, m3, BC = 2096 kg, m3. For the composition of the optimum concrete mixture of the three compositions (B.HDPE, B.PET, BC) obtained the composition of BC which has the most optimum value of 12.39 Mpa, but does not reach the compressive strength of the plan of 15 Mpa.
ANALISIS TINGKAT BAHAYA EROSI PADA SUB DAS AIR LEMATANG KOTA PAGAR ALAM Fanisa Dzaliqia azani; Barrorotul Azizah
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (536.206 KB) | DOI: 10.36050/berings.v6i02.195

Abstract

The Lematang Water Basin Sub Watershed is a upstream basin located in Pagar Alam City, South Sumatra. From BPS data (Central Bureau of Statistics) in 2016 the area of ​​Air Lematang sub watershed is 37,500 ha. According to SK Menhut No 866, the total area of ​​protected forest in Pagar Alam city is 26,065 ha and that has been damaged according to data from SLHD (Environmental Status of the Region) is 3,622.65 ha. From the above data the land cover conditions that occur in the sub watershed Water Lematang has experienced degradation of land where the protected forest area has become settlement and agricultural land, so potentially to the erosion of land in the area. The objective of this research is to analyze soil erosion in sub watershed of Lematang Water and to identify the level of erosion hazard in Water Lematang sub watershed. Analysis of Erosion Hazard (TBE) data was performed using the Universal Soil Loss Equation (USLE) formula and approached using the GIS application. The result of the analysis shows the area of ​​land with very light erosion level of 42,335 ha, light 55,150 ha, medium 70,552 ha, weight 22,268 ha, very heavy 30,882 ha. The level of erosion hazard that occurs in the sub watershed Water Lematang included into the medium category has not been too heavy, the action should be taken to maintain and preserve the sub watershed Air Lematang still done because it would be better to continue to do good soil farming so as not to be a serious erosion hazard level
ANALISIS PENGARUH PENYEMPITAN JALUR JALAN TERHADAP KARAKTERISTIK ARUS LALU LINTAS (STUDIKASUS : Jembatan Ayek Betung Jl. Kapten Sanap Kota Pagar Alam) m. Gery perliansya; Dyan Pratnamas; Ali Okta Akbar
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (737.85 KB) | DOI: 10.36050/berings.v6i02.196

Abstract

On several roads in the city of Pagar Alam the road narrowing occurred. In particular, on Bridges often cause problems such as congestion, queues, and delays, it is necessary to know the behavior of traffic flow characteristics such as Volume, Speed, and Density. The primary data survey on the Ayek Bridge section of Jalan Kapten Sanap, Pagar Alam City, was carried out for two Sundays and Mondays with the Manual Count method. Data analysis was based on the 1997 Indonesian Road Capacity Manual (MKJI) using Microsoft Excel software. As for the results of the study obtained the traffic volume for road type 4/2 D (before narrowing) road capacity of 5,643 pcu / hour perlajur, with a value of degree of saturation of 0,15 and service level Type A. Road type 2/2 UD (narrowing) road capacity of 2375 pcu / hour perlajur, with a value of Saturation 0.38 and Service Level Type A, 4/2 UD type road (After Refinement) road capacity of 5130 pcu / hour of service, with a value of 0.20 saturation and level Type A service. The biggest shock wave is obtained on Monday at 07.00-08.00 WIB which is -119.18 km / hour. Negative value is a backward forming shock wave, a backward shock wave occurs towards the arrival of the vehicle. The term 'retreat' means that with time, the shock wave will move backward (upstream or in the direction opposite to the traffic perger). The term 'formed' means that with time, congestion will increase upstream.
PERENCANAAN FASILITAS PARKIR SEKOLAH TINGGI TEKNOLOGI PAGAR ALAM jeny Suwa Muda
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1891.413 KB) | DOI: 10.36050/berings.v6i02.197

Abstract

The problem of the need for parking facilities is a phenomenon that is common, especially in big cities as well as in the city of Pagar Alam especially public facilities centers, one of which is on campuses including STT Pagar Alam as a public facility of course also has parking facilities as a place put the end vehicle, the parking area at STT Pagar Alam as a place to park the students, employees / employees, lecturers and guests to park their vehicles with limited land, on the peak peak parking time is on Monday to Friday , the available parking lot currently is an unorganized yard or field and does not yet have a parking lot or building and parking signs causing irregularity / unity so that the visible impression is not well ordered, both the neatness and grouping of parking types, past lanes cross and tends to make students sometimes park k its vehicles are disembarang places and on the road where the access in and out of the vehicle, it is expected that this research can provide an overview of parking area planning, parking design, parking signs and parking arrangements at STT Pagar Alam.
PENGGUNAAN SERBUK KAYU SEBAGAI PENGGANTI AGREGAT KASAR PADA CAMPURAN BETON sudirman; vike itteridi
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (538.271 KB) | DOI: 10.36050/berings.v6i02.198

Abstract

In the modern era construction in the field of construction shows a very rapid development, thus demanding more innovative concrete technology. The purpose of this study was to determine the effect of partial replacement of split aggregates with wood powder and the addition of NaOH with different variations to specific gravity and compressive strength of concrete, to achieve specific gravity and compressive strength in concrete. The method used in this study is the experimental method, which is held a direct experiment to get a desired result. Testing of mechanical properties of concrete was performed at ages 3, 14, and 28 days for concrete weight test and concrete compressive strength. Based on the results of the study can be concluded: There is a negative influence of variation of partial replacement of coarse aggregates with wood powder and the addition of NaOH to the compressive strength of the concrete. The results of the specific gravity test indicate that the more use of wood powder, the smaller the specific gravity. Based on the results of weight testing the concrete has decreased an average of 10.27% for BCN 5% and 21.20% for 10% BCN, while the compressive strength of 45.28% for BCN 5% and 78.72% for 10% BCN.
ANALISIS DURABILITAS MORTAR GEOPOLIMER ABU SEKAM PADI TERHADAP ASAM SULFAT zultonix Pratama; Abdi Nasrullah
JURNAL ILMIAH BERING'S Vol 7 No 01 (2020): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (614.094 KB) | DOI: 10.36050/berings.v7i1.248

Abstract

This study aims to determine the resistance of rice husk geopolymer mortars to sulfuric acid. This research was conducted using experimental methods, namely by conducting experiments in the laboratory. Cuboid specimens measuring 50x50x50 mm, using binder: fine aggregate ratio is 1: 1.5, activator: precursor ratio 1: 1 and the ratio of Na2SiO3 and NaOH is 2: 1. Mortar immersed for 20 days with immersion of 5%, 10% and 15% sulfuric acid concentration. The compressive strength of the free geopolymer mortar is 9.20 MPa, sulfuric acid soaked with geopolymer mortar with a concentration of 5% is 5.00 MPa, immersion with a concentration of 10% is 4.60 MPa and immersion with a concentration of 15% is 2.00 MPa. From the compressive strength test results showed that there is a decrease in compressive strength of mortar exposed to sulfuric acid, the more concentrated sulfuric acid concentration, the lower the results of the geopolymer mortar compressive test results. This can be seen in the compressive strength concentration value of 5% decreased by 45.65%, the concentration of compressive strength of 10% decreased by 50.00% and the concentration of compressive strength of 15% decreased to 78.26%.