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Jurnal Ilmiah Bering's

berings
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Published by Sekolah Tinggi Teknologi Pagaralam

ISSN : 2355617X EISSN : 28281160 DOI : https://doi.org/10.36050/berings.v8i02

Core Subject : Science, Engineering,

Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

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

Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)

Articles 71 Documents

1 2 3 4 5

Analisa Perhitungan Perencanaan Gedung Perkantoran STT Pagar Alam Dengan Metode Manual Dan Staad Pro 2007 Ardi Sudeni; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Office building planning Pagar Alam Technology College is one of the efforts to improve the function and role of office buildings. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8 D 14, roof diameter 30 x 15 = 4 D 12, column diameter 30 X 30 = 6 D 14, floor plate Ø 10 sengkang 100, roof plate Ø 10 sengkang 100, ladder Ø 100 sengkang 100. The analysis uses the 2007 pro station which produces the dimensions of the roof beam 20 x 30, beam dimensions 20 x 40, column 30 x 30 number of reinforcement 8 D 12

Analisis Kapasitas Saluran Daerah Irigasi Lubuk Buntak Kecamatan Dempo Selatan Kota Pagar Alam Limbar Alam; Alharia Dinata
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Builders in this irrigation area are a great opportunity to improve the economy of the community Lubuk Buntak. In order to improve and maintain agricultural production of food crops, the Pagar Alam City Government has until now built irrigation facilities and infrastructure both for the construction of new irrigation or rehabilitation in order to support the planned food security program. Irrigation channels located in the Lubuk Buntak irrigation area during the rainy season the water found on the irrigation canal has exceeded the capacity of the irrigation channel so that the irrigation can not work optimally, due to the high rainfall that occurs Thus the irrigation of Lubuk Buntak City Pagaralam irrigation area needs to be analyzed for the rainfall that occurs, in order to determine the ideal irrigation canal design and in accordance with the magnitude of the planned flood discharge, so that the planned irigassi channel works optimally. The purpose of this survey is about Rainfall Analysis, Calculation of planned flood discharge, Irrigation Channel Dimension, in this thesis using five Smirnov-Kolmogorov matching medotas from the calculation of the suitability of the method used is the gumbel method because the maximum difference (Dmax) -4, 70 <from Critical Value 41% (0.41), and analyze flowrate, so that the Irrigation Channel remains optimal for water resources can be utilized according to its designation, based on the parameters obtained. Next, identify the irrigation channel, calculate the intensity of rainfall, determine the flood discharge and the last design the channel dimensions for the area. The research carried out with a land area of 50 ha was obtained by the value of the intensity of the 50-year return rainfall of 530.76 m3 / sec, the planned flood return period of 50 years was 1.48 m3 / sec and the design of the channel dimension was (h) = 1, 42 m (B) = 1.40 m, (wf) = 0.29 m, and (TMA) = 1.17m

Perencanaan Struktur Gedung 5 Lantai Dengan Analisis Program Etabs Kampus Sekolah Tinggi Teknologi Pagar Alam (STTP) Vike Itteridi; Idwin Shaleh
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Over time, the number of students from the Pagar Alam High School from year to year has increased rapidly, not only from the city of natural fences, the increase in students began to arrive from other cities with the increasing number of students who were not matched with infrastructure such as classrooms. teaching and learning activities will be a little disturbed. Therefore the provision of learning space facilities must be considered and the development planning vertically so that it can utilize the land as best as possible. In this study planning the construction of a class building at the Pagar Alam College of Technology. done by manual calculation to get the dimensioning of columns, beams, plates and the area of reinforcement. After the manual calculation was obtained it was only analyzed with the help of the Etabs program, after analysis was carried out with the Etabs program there were several results from manual calculations that were unable to withstand the workload so that modifications were made to the column and the number of reinforcement. In planning, it requires special assessment in accordance with the requirements of SNI 03-2847-2002 and SNI 03-1726-2002.

Analisis Karakter Jalan Jalan Kombes H. Umar Kota Pagar Alam Dyan Pratnamas; Muhamad Alfian
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

As it is known that the road characteristics on a road are determined by road capacity, traffic volume and average speed. Road capacity is determined by the width of the road, side barriers which are influenced by activities and land use activities on the left and right of the road, besides being influenced also by other factors such as city size distribution factors, road shoulder construction. land use in determining road capacity. As it is known that MKJI (Indonesian Road Capacity Manual) has a procedure for calculating road capacity but traffic volume conditions that are often far above road capacity raise a question mark for the evaluation of the road capacity requirements. In this study the actual road capacity calculation is based on the approach of traffic volume and actual average speed which then the results of these calculations are compared with the results of MKJI calculations. Survey of traffic volume and speed at the research location.

Analisa Struktur Atas (Upper Structure) Jembatan Kaburejo Kota Pagar Alam M.Sang Gumilar; M. Ridho Edrizky
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

One means of transportation is a bridge that connects an area due to obstacles or road divides. There are many bridges in the City of Pagar Alam, one of which is in the Kaburejo area, the bridge in this area is less feasible for vehicles because it has a smaller bridge span than the highway. The purpose of this study is to do an upper structure re-design with a 6 m wide bridge and a 15 m long bridge span made with reinforced concrete construction that has a reinforced longitudinal beam which is an integral part of the vehicle floor so that it can meet the maximum traffic capacity. Bridge planning analysis is carried out on the bridge structure which includes the backrest, sidewalk floor, floor plate and main beam.

Analisis Karakteristik Fisik Subdas Air Lematang dan Subdas Air Selangis Besar Terhadap Debit Banjir Puncak Alharia Dinata
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Watershed has distinctive physical characteristics between the and another watershed like a river basin shape, the length of the main river, watershed area, the order of the river, the river network density, and the slope of the river. From these physical characteristics, it can be used to analyze peak discharge in a watershed which has not yet had a river hydrometry station. Synthetic unit hydrograph (HSS) is one of the most widely used empirical approaches in estimating unit hydrograph in a watershed. HSS GAMA I is a method that has been developed in Indonesia with results close to the data in the field, this method uses physical data characteristic watershed in calculating Qp. The purpose of this research is to analyze the influence of physical characteristics of sub-watershed Air Lematang and Sub-watershed Air Selangis Besar to Qp and to analyze the flood discharge of the two sub-watershed designs. The analysis result shows that Qp sub-watershed Air Lematang is 9.8 m³ / d with subdistrict area 295.88 km² and TR 2.08 hours with main river length 49,93 km. Qp Sub-watershed Air Selangis Besar 11.13 m³ / d with an area of 288.02 km² and TR 1.61 hours with the main river length of 34.51 km. Q100Tr sub-watershed Air Lematang and sub-watershed of Air Selangis Besar were 873.44 m³ / d and 826,86 m³ / d respectively. The effect of physical characteristics of the two sub-basins on Qp is broadly understood and the shape of sub-watershed and TR is influenced by the source factor and the length of the main river.

Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000 Jenny Suwa Muda; M.Sang Gumilar; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).

Kajian Penanggulangan Banjir Pada Kawasan Jalan Ahmad Yani Di Kelurahan Tangga Takat Kecamatan Seberang Ulu di Palembang Muhammad Awaluddin Mulyadi; Ishak Yunus; Achmad Syarifudin
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

A decent and comfortable City for residence should have some life support infrastructure is infrastructure of drainage system. And it is well known that the drainage function in a scope of the urban environment is urgently needed in the drain surface water and puddle to tributaries or to retention. Flood or standing in a region still many settlements occurred in the city of Palembang. One of the areas that are often experienced a flood is the Ahmad Yani Village opposite the Ulu Subdistrict Point Ladder II. Method for calculating of flood discharge was approached by rational formulas, and rainfall data taken from the station Climatology class II Kenten. In analyzing the magnitude of rainfall intensity using equation mononobe. It starts with an understanding of the problem, the study of the literature relating to the problem so that the author can better understand these problems, data collection both primary and secondary data, dilanjukan by analyzing data that have become available so that the results obtained from the analysis of which will then be discussed. Existing conditions Drainage Channels In the region the way Ahmad Yani has the dimensions i.e. width 1.68 m and height channels 0.73 m, the magnitude of the 1.690 channel capacity m3/s, Debit Draft at the region the way Ahmad Yani in the village opposite the Ulu Subdistrict Point Ladder II Palembang with Period 2 year anniversary with debit flood 2.16 m3/s, 5 years with debit flood 2.94 m3/s , 10 years with debit flood 3.45 m3/s, with a 25-year flood discharge 4.10 m3/s, with a 50-year flood discharge 4.59 m3/sec and 100-year flood discharge with 5.07 m3/s, based on the results of the analysis of channel capacity (existing) do not meet or are not able to accommodate flood discharge, re-planning needs to be done so that the dimensions of the channel.

Analisis Perubahan Tata Guna Lahan Terhadap Debit Limpasan Pada Subdas Air Betung Elza Dewi; Alharia Dinata
JURNAL ILMIAH BERING'S Vol 5 No 01 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

The need for land is increasing as the population increases. To fulfill the settlement land and other needs, various efforts are carried out including the transfer of land functions. Improper land conversion will cause a run-off increase in a watershed. The runoff will experience peak discharge at any time and will cause flooding if the volume cannot be accommodated by drenase. This study aims to compare changes in land use to predict the peak flood discharge in the Air Betung sub-watershed in the 10-year re-preode. The research method uses DEM map analysis to obtain the area of the watershed and the length of the main river. For rainfall distribution using two frequency analyzes in 2004-2013 and 2008-2017 and the chosen method is normal distribution. The peak discharge was calculated by the nakayasu synthetic unit hydrograph. Changes in peak discharge caused by land use changes in 2013 and 2017 experienced a change, where for 2013 the Cverages value was 0.36 and peak discharge was 151.37 m3 / sec and for 2017 the Cverages value was 0.33 and peak discharge was 138.95 m3/ sec.

Analisis Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W6 Kota Pagar Alam) M.Sang Gumilar; Arman Sulistio
JURNAL ILMIAH BERING'S Vol 5 No 01 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

The bridge is a construction built to correlate the roads broken off by the existence of a river or strait. In this bridge foundation research aims to see the stability of the foundation on the carrying capacity of the soil, the ultimate carrying capacity (qult), stability of shear, rolling and slope. From the results of the study the bridge obtained a total weight of 10633,017 Ton / m 'of bearing capacity, 260,613 kg / m², ultimate carrying capacity (qult), 656.85 kg / m², stability against shear 4.76> 1.5 safe against shear force soil, rolling factor with a value of 7.70 > 1.5 safe against rolling force, bearing capacity of 2, 52 > 2.5 safe for landslides.

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Edowinsyah

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Jl. Masik Siagim No. 75 Simpang Mbacang Kelurahan Karang Dalo Kecamatan Dempoh Tengah Kota Pagar Alam

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Sumatera selatan

INDONESIA

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

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

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

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