cover
Article Per Year (5 Year)
All
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
Jurnal Ilmiah Bering's
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 5 Documents
 1 
Search results for , issue "Vol 4 No 01 (2017): Jurnal Ilmiah Bering's" : 5 Documents clear
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (890.928 KB) | DOI: 10.36050/berings.v4i01.116

Abstract

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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (730.341 KB) | DOI: 10.36050/berings.v4i01.117

Abstract

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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (797.092 KB) | DOI: 10.36050/berings.v4i01.129

Abstract

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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (908.97 KB) | DOI: 10.36050/berings.v4i01.130

Abstract

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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (499.546 KB) | DOI: 10.36050/berings.v4i01.131

Abstract

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.

Page 1 of 1 | Total Record : 5

 1 

Filter by Year

2017 2017


Reset
Filter By Issues
All Issue Vol 10 No 02 (2022): Jurnal Ilmiah Bering Vol 9 No 01 (2022): Jurnal Ilmiah Bering's Vol 8 No 02 (2021): Jurnal Ilmiah Bering's Vol 8 No 01 (2021): Jurnal Ilmiah Bering's Vol 7 No 02 (2020): Jurnal Ilmiah Bering's Vol 7 No 01 (2020): Jurnal Ilmiah Bering's Vol 6 No 02 (2019): Jurnal Ilmiah Bering's Vol 6 No 01 (2019): Jurnal Ilmiah Bering's Vol 5 No 02 (2018): Jurnal Ilmiah Bering's Vol 5 No 01 (2018): Jurnal Ilmiah Bering's Vol 4 No 02 (2017): Jurnal Ilmiah Bering's Vol 4 No 01 (2017): Jurnal Ilmiah Bering's Vol 3 No 02 (2016): Jurnal Ilmiah Bering's Vol 3 No 01 (2016): Jurnal Ilmiah Bering's More Issue