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Journal : Jurnal Ilmiah Bering's

Pengaruh Penambahan Serat Purun Terhadap Kuat Tekan Beton Hendra Apriadi; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 3 No 02 (2016): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (530.061 KB) | DOI: 10.36050/berings.v3i02.108

Abstract

This study aimed to determine the compressive strength of concrete with the addition of fiber purun percentage of 5%, 7%, 10% by weight of cement. Based on the results of research conducted in laboratory obtained the following results: compressive strength average normal concrete amounted to 175.20 kg / cm2, while the compressive strength of the average concrete with the addition of fiber purun 5% at 173.20 kg / cm, the compressive strength of the average concrete with the addition of fiber purun 7% at 165.50 kg / cm2, the average compressive strength of concrete with the addition of fiber purun 10% of 163.58 kg / cm2. Thus, the average compressive strength of concrete plus fiber purun decreased compared to normal concrete, which for the addition of fiber purun percentage decreased 5% to 5.54%, while the percentage increment of fiber purun 10% decreased 6.63%.
Analisis Rencana Anggaran Biaya Pada Proyek Peningkatan Jalan Aur Duri – Rantau Unji (A.Hotmix) Tahap III Sepanjang 3,2 Km Kota Pagar Alam Sahiman Sahiman; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 3 No 01 (2016): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1041.125 KB) | DOI: 10.36050/berings.v3i1.114

Abstract

Planning a building must be in accordance with the form and can be useful in its use, and the amount of costs in accordance with the initial calculation. The Budget Plan is planning a building in the form and benefit of its use, along with the necessary costs and implementation arrangements in the field of administration and work implementation in the technical field. The steps taken to calculate the building cost budget plan are identify each existing work item in the project being calculated. In this research the researcher calculates the estimate cost plan with the Bina Marga method, making Work Plan and Terms and time schedule. The research problem formulation is How to calculate the existing budget plan and make a time schedule. The research objective is to calculate the existing estimate cost plan, make a Time Schedule (S Curve) and Work Plan and Terms. The budget plan for the improvement project of Aur Duri - Rantau Unji (a.hotmix) phase III of 2014 is 3.2 km in Pagar Alam City for the general division of Rp. 31,160,000.00, and the total work price of Rp. 1,988,684,545 54, - rounded the amount of Rp. 1,988,684,000.00, -
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1051.588 KB) | DOI: 10.36050/berings.v4i02.133

Abstract

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).
Pengendalian Proyek Instalasi Pengolahan Lumpur Tinja Kota Pagar Alam Diki Anggara; Masagus Taswin; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 5 No 01 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (555.004 KB) | DOI: 10.36050/berings.v5i01.138

Abstract

: In this study analyzing the project control of the Pagar Alam City Sludge Treatment Plant (IPLT) using software ms. Project 2007. the extent of the effectiveness of the process of controlling time, labor, material and costs in the project. Analyzing critical work paths, Analyzing workforce needs, Analyzing material needs, Analyzing work costs and cash flow. Based on the results of the analysis using the software ms.project 2007 provides more efficient results than the previous work plan, time and cost of implementation of 180 calendar days at a cost of Rp. 4,175,352,000.00 - while the results of the analysis using software 2007 ms.project time and costs are used 124 calendar days with a cost of Rp. 2,910,421,890.
Gunung Gare Kota Pagar Alam Dengan Konsep Zero Runoff System Deska Oktariani; Alharia Dinata; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (651.393 KB) | DOI: 10.36050/berings.v5i02.143

Abstract

Internal runoff is caused conversion of green land into be constructed where if there is rain with high rainfall intensity then rainfall runoff will become large and trigger water puddle (overflow) because of reduced area to absorb water. Zero runoff rainwater needs to be applied to the building and land use where the runoff volume (input) can be withstand up to 100% and runoff flow volume (outflow) of 0% or maximum of 3% so that it can reduce the impact of decreasing peak floods (water puddle) the purpose is to analyze the runoff of rain water from the roof of building so it can be useful for processing and utilization of rain water and analyze the needs of absorption wells, reservoir and maximum discharge to retention pond. Roof of parcel area of 13.438,24 m2 is 0,88336 m3/s the need of absorption wells in building is as much as 8 units of recharge wells with Ø 100 cm.reservoir that is needed in the building is 45 units of reservoir with size 30m3. The volume of retention ponds to accommodate runoff discharge from the land use area of 273.339,4 m2 and the roof ot the building area of 13.438,24 m2 is equal to 12.259,4 m3/year at Gunung Gare office complex of Pagar Alam city.
PERENCANAAN SUMUR RESAPAN DAN PENGENDALIAN LIMPASAN DI WILAYAH SWAKARYA KELURAHAN SUKOREJO KOTA PAGAR ALAM Eko Rachmad Iskandar; Fameira Dhiniati; Lily Endah Diansari
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 (859.473 KB) | DOI: 10.36050/berings.v7i1.265

Abstract

The infiltration well will have the effect of reducing surface runoff. The rainwater that initially falls on the tile surface does not immediately flow to the drainage or yard of the house, but flows through zinc and continues to be collected into the infiltration well. The impact that can be felt is that rainwater does not spread into the yard or ditch, thereby reducing the occurrence of surface runoff. The purpose of this study way to calculate runoff discharge in the Swakarya area and plan the need for infiltration wells in the Swakarya area. Frequency method used the normal distribution method of gumbell distribution and log normal distribution. From the compatibility test using the Smirnov-Kolmogorov test, the results obtained were used the Gumbell method, while the value obtained war 131.10 mm with a period of 10 years. From the analysis, it rould be concluded that the planned flood discharge with a period of 10 years in the self-workshop area was 0,0001m3 / sec. The need for infiltration well for the self-contained area of ​​each housing unit requires an infiltration well with a diameter of 1 m and a depth of 0,625 m. Each infiltration well could accommodate a capacity of 0,639 m3
ANALISIS TINGKAT KEPUASAN PELANGGAN RUMAH TANGGA TERHADAP PERUSAHAAN DAERAH AIR MINUM (PDAM) DI WILAYAH PRUMNAS NENDAGUNG KOTA PAGAR ALAM Ryian Shaputra; Fameira Dhiniati; Barrorotul Azizah
JURNAL ILMIAH BERING'S Vol 7 No 02 (2020): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (926.81 KB) | DOI: 10.36050/berings.v7i02.276

Abstract

The availability of clean water is highly expected by the community to support their daily activities, ideal clean water must be clear, colorless, tasteless, odorless, without germs and all living things that endanger human health that come from wells, surface springs, rivers and services of the Regional Drinking Water Company. The purpose of this study was to determine the level of household customer satisfaction with the Pagar Alam Municipal Drinking Water Company in the Perumnas Nendagung area. With 542 active subscribers, the service quality is still not optimal, especially in the Perumnas Nendagung area. As for data collection, a questionnaire was carried out to 85 PDAM customers in the Perumnas Nendagung area randomly. For research data processing using the Importance and Performance Analysis (IPA) method, the Customer Satisfaction Index (CSI). From the results of research, clean water treatment is the most important priority for improvement and from the results of the research, the overall customer assessment of product quality and service quality can be said to be quite satisfied with the CSI score of 0.6335 for product quality and 0.6357 for service quality.
PEMETAAN JALUR EVAKUASI GUNUNG MERAPI DEMPO KOTA PAGAR ALAM MENGGUNAKAN APLIKASI SISTEM INFORMASI GEOGRAFIS Ariansa; Fameira Dhiniati; Lily Endah Diansari
JURNAL ILMIAH BERING'S Vol 7 No 02 (2020): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1142.86 KB) | DOI: 10.36050/berings.v7i02.283

Abstract

Natural disasters are one of the phenomena that can occur at any time, anywhere and at any time, causing risks to human life, both property losses and human lives. Based on the data, the purpose of the study is the mapping of the evacuation route of Mount Merapi Dempo using the GIS Application. The method used Network analysis (Network Analysis) with the Model Find the best facilities This form of network analysis combines the network and physical facilities Routes This form complements the convenience of connecting networks by providing solutions to determine the best routes that must be passed. And Find the nearest facility of this network analysis between the network and other facilities to get services that are faster or easier to reach. The results of the evacuation route by class, Find the nearest Facilities and Find the Best Route as for the route that goes to the class Find the closeset Facilities Are Kampung 4, Janang, Talang beduk, Bedeng Krese, Ptpn 7, Rimau, Tangsi II, enter the class route Find the Best Route.
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
PENILAIAN INDEKS ANCAMAN KEKERINGAN DI KECAMATAN DEMPO TENGAH KOTA PAGARALAM MENGGUNAKAN GIS Kharumia Pasmah; Fameira Dhiniati; Barrorotul Azizah
JURNAL ILMIAH BERING'S Vol 9 No 01 (2022): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (783.619 KB) | DOI: 10.36050/berings.v9i01.458

Abstract

Drought is an event that has a direct impact on several important sectors in Indonesia, including agriculture, forestry, plantations, and water resources. Geographic Information System has been developed with various methods. In addition, identification of drought areas is also carried out using the Regulation of the Head of the National Disaster Management Agency (Perka BNPB) Number 02 of 2012 concerning guidelines for disaster risk assessment. Can identify vegetation density conditions, which can be identified using the NDVI (Normalized Difference Vegetation Index) transformation, while other parameters such as rainfall, cover, land, and soil type are physiographical conditions that affect drought.