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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
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Search results for , issue "Vol 8 No 02 (2021): Jurnal Ilmiah Bering's" : 5 Documents clear
PENGARUH FAKTOR – FAKTOR PEMELIHARAAN TERHADAP KENYAMANAN BANGUNAN GEDUNG SEKOLAH TINGGI TEKNOLOGI PAGAR ALAM Abdi Nasrullah
JURNAL ILMIAH BERING'S Vol 8 No 02 (2021): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (835.468 KB) | DOI: 10.36050/berings.v8i02.401

Abstract

Building maintenance aims to maintain the function of the building itself. Therefore, an assessment of the effect of building maintenance factors was carried out, to determine the condition of building maintenance, how much influence building maintenance on comfort and knowing the most dominant factor influencing the comfort of building users.. This research was conducted in the technology pagaralam college at Pagar Alam with a total of 56 respondents. Data was processed using simple liniear regression analysis ( with the F test ) and multiple liniear regression (partial t test). After being declared valid during the validity test, realiability test, the classic assumptions are the normality test, the multicollinearity test, the heteroscesdasticity test, and the autocorrelation test. From the f test obtained f count > f table, i.e. 294,947 > 2,01 and significant value 0,000 < 0,05, so H0 was rejected and Ha was accepted, this right mean that there was a significant influence of the vVariabels of building maintenance (X) on the convinience of working (Y) together. from the test it was found that each vVariabel X1 to X11 produced a value of t arithmetic > t table and significant value < 0,05, so H0 was rejected and Ha was accepted. So each building maintenance vVariabel (X) had an influence on work comfort (Y). Value of the coefficient of determination (R2) = 0,994 or 99,4%. The most dominant maintenance vVariabel in influencing building maintenance was ceiling maintenance vVariabel with beta value (β) = 0,186.
ANALISIS KAPASITAS SALURAN DRAINASE JALAN MAYJEN HARUN SOHAR KOTA PAGAR ALAM Remi Ayu Manda Sari; Lily Endah Diansari; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 8 No 02 (2021): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1009.667 KB) | DOI: 10.36050/berings.v8i02.409

Abstract

Drainage is a very important infrastructure for an area. Increasing population causes changes in land use resulting in reduced land infiltration and increased runoff. As happened in the drainage channel of Jalan Mayjen Harun Sohar in the rainy season. Drainage often overflowed and flooded people's homes. The purpose of this study is to analyze the capacity of drainage channels on Jalan Mayjen Harun Sohar Kota Pagar Alam. Calculation of Rainfall Intensity using the Mononobe equation. calculation of flood discharge plan based on the Rational method. Distribution of rainfall that is suitable in this study area is to use the gumbell method after being tested with the distribution match using the Chi-squared and Smirnov-Kolmogrov method with a planned rainfall Tr50 = 175.72 mm / hour, so the amount of existing Q = 3,563 m3 / sec and the magnitude of the planned flood discharge Q50 = 2,261 m3 / sec. It was concluded that the capacity of the drainage channel on Jalan Mayje Harun Sohar street was still able to accommodate the planned flood discharge but to avoid detention a dredging of 0.50 m was carried out
POTENSI BAHAYA TANAH LONGSOR DI SUB DAS LEMATANG KOTA PAGAR ALAM Dwi Putri Juliana; Alharia Dinata; Barrorotul Azizah
JURNAL ILMIAH BERING'S Vol 8 No 02 (2021): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (769.013 KB) | DOI: 10.36050/berings.v8i02.416

Abstract

: Landslides are mass transfer processes. Landslides are occured because there are differences in the equilibrium of forces acting on the slope, namely the restraining force and launch force. The method used in analyzing the potential for landslides in the Lematang watershed of Pagar Alam was the GIS (Geographic Information System) method. Within the parameters was given weight and score respectively in the class of Slopes, Land Use, Soil Type, Topography. Based on the results of the overlay to the four parameters, obtained based on the analysis of the potential distribution of landslide-prone blood by 19%, Low 20%, Medium 11%, High 27%, Very High 23%.
PERENCANAAN STRUKTUR JEMBATAN RANGKA BAJA DENGAN BENTANG 62 METER TEBAT GHEBAN KOTA PAGAR ALAM Alif Syaidina; Vike Itteridi; Edowinsyah
JURNAL ILMIAH BERING'S Vol 8 No 02 (2021): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1103.533 KB) | DOI: 10.36050/berings.v8i02.417

Abstract

Dalam perencanaan jembatan rangka baja bentang 62 meter Tebat Gheban Kota Pagar Alam dibutuhkan perhitungan yang sangat teliti dan penuh hati-hati. Karena jembatan merupakan bangunan besar yang nantinya akan digunakan atau dilalui oleh kendaraan dan manusia. Perencanaan jembatan meliputi struktur bagian atas dan struktur bawah. Struktur bagian atas terdiri dari batang atas, bawah, tegak dan diagonal. Penelitian ini mengenai perencanaan struktur atas saja, yaitu meliputi lantai kendaraan, gelagar memanjang dan melintang, ikatan angin, batang atas, batang bawah, batang tegak, batang diagonal dan sambungan. Hasil dari perencanaan manual bahwa dimensi jembatan menggunakan profil Wf 400x300 dengan mutu beton fc’ = 41 Mpa dan mutu baja fy = 400 Mpa. Sedangkan analisis struktur menggunakan software STAAD Pro V8i untuk profil batang atas menggunakan Wf 500x400 dan batang bawah menggunakan Wf 350x300, profil batang tegak Wf 350x350 dan batang diagonal menggunakan profil 500x400 dapat digunakan dalam perencanaan setelah dianalisis profil tersebut aman.
PENGARUH KONSENTERASI LARUTAN NaOH TERHADAP KUAT TEKAN MORTAR GEOPOLIMER BATU NAPAL Fernando; Vike Itteridi; Masagus Taswin
JURNAL ILMIAH BERING'S Vol 8 No 02 (2021): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (721.841 KB) | DOI: 10.36050/berings.v8i02.422

Abstract

: As the times develop portland cement became a very important material and it widely used to build various infrastrcture. However the process of making cement would cause a big problem which is releasing carbon dioxide (Co2) into the atmosphere freely which resulting in the depletion of the ozone layer. Geopolymer mortar was a mixture of which the basic material did not use the portland cement as a binder. Did to find out the effect of the use of geopolymer marls a study was conducted using experimental methods. The purpose of this study was to determine the effect of NaOH contentration strength of marl geopolymer mortar. Cube specimens measurring 5 x 5 x 5 cm3 with molarity variations 8M,10M, 12M, 14M, and 16M as many as 75 specimens. Mortar curing by drying it at room temperture, at ages 3, 7, 14, 21, and 28 day. From the results of the research, the maximum density of geopolymer mortar was obtained at the age of 28 day using a 16M activator ratio of 2,30 grams, and the maximum compressiv strenght value of geopolymer at 28 days using a 16 M activator ratio was 8,13 Mpa. It could be conclouded that the higher molarity was used in the mixture then the mor OH- was presesnt in the mixture so that the process the bind ing would go much faster.

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