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Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Published by Universitas Muhammadiyah Palembang
ISSN : 20856261     EISSN : 26231409     DOI : https://doi.org/10.32502/jbearing.v5i4
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
BEARING is a research journal and study in civil engineering that presents research results in the fields of building and structural engineering, transportation, water resources engineering and management, geotechnical engineering, infrastructure management, and environmental engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 174 Documents
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PERENCANAAN STRUKTUR BANGUNAN HOTEL ENAM LANTAI Sri Martini, RA; Setiawati, Mira; Nauvaliyanto, Fathur
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 2 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2833201962

Abstract

Multi-storey buildings are vertical buildings that are made to meet human needs as places of education, government, commerce, sports facilities and others. As the development of science and technology, especially in the field of civil engineering, many computer programs have been developed to help in analyzing and designing a building structure. There are several computer programs developed to analyze and design structures, including SAP 2000 (Structural Analysis Program), with this program, it will be easier for writers to plan a building.The research carried out was to plan the structure of a six-story hotel building. This hotel building is the object of research planned by the author and was designed using the help of the SAP2000 program. Building design planning only includes planning beams and columns. In this plan the writer uses references such as regulations, PPPURG 1987, SNI 03-2847-2002, SNI - 1726 - 2002The results of the design of the hotel building structure used three variations that have the results of column K1 used size 45 cm x 45 cm, reinforcement base 12 D16 and stirrup reinforcement ?10-90, column K2 used size 35 cm x 35 cm, base reinforcement 8 D16 and stirrup reinforcement ?10-90, B1 beam used size 20 cm x 40 cm, support reinforcement 7 D14, field reinforcement 7 D14, waistline 2 D12, and support stirrup reinforcement ?10-80 and field stirrup ?10-170, beam B2 used size 15 cm x 20 cm, 75D14 support reinforcement, 5 D14 field reinforcement, 2 D12 waistline, and pedestal stirrup ulangan10-30 and field stirrup ?10-70
ANALISA PENYEBAB KEMACETAN DI JALAN SLAMET RIYADI (PASAR KUTO) MENUJU ARAH JEMBATAN MUSI 4 Setiawati, Mira; Royan, Noto; Wijaya, a Pasha
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 3 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2839202063

Abstract

The traffic jam that occurred on the Slamet Riyadi road towards the Palembang Musi 4 Bridge was due to the large volume of vehicles passing through the road due to the diversion of road users who chose to cross the musi 4 bridge so that the volume of vehicles passing on the road grew day by day, causing even the density level higher and cause congestion during rush hours, namely between 07.00-09.00 WIB, between 12.00-14.00 WIB and between o'clock. 4:00 PM to 6:00 PM WIB.By conducting research and calculations, it is found that the capacity of Slamet Riyadi Street is 2291 SMP / Hour, the worst service level, is F for the morning, occurs on Wednesday and Friday. The worst service level in the afternoon is E. The worst service level in the afternoon is F which occurs on Monday, Tuesday and Thursday, while the capacity of the Major Memet Sastra Wirya Road section is 2291 SMP / Hour and also the worst service level is F for the morning occurs on Friday. The worst service level, D for daytime, occurs on Thursday and Friday. The worst service level for the afternoon is F occurs on Friday.The cause of the congestion that occurs is caused by some roads littered with garbage from landfills, public transports that carry passengers, some roads are used as pedicab bases, many vehicles violate traffic regulations, and others.
KARAKTERISTIK PENGGUNA SEPEDA LIPAT TERHADAP PEMILIHAN MODA TRANSPORTASI DI KOTA PALEMBANG Praditya, Norca; Rahmadona, Efrilia; Sudarmadji, Sudarmadji; Pratama, Ade Surya
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 4 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.3216202064

Abstract

Sustainable Transportation is one of the embodiment of sustainable development, sustainable development puts forward the concept of eco-friendly urban, where the concept aims to balance the increasingly rapid development activities with an eco- friendly transportation system that is integrated with other modes of transportation, particularly the public transportation. Through this research, it is expected that it will become a reference for planning the development of bicycle routes and lanes in the city of Palembang. The research method used was a quantitative descriptive approach, data collection techniques conducted through a questionnaire survey, the total population was 966 cyclists, the sample taken for respondents with the Slovin formula was 478 respondents. The sampling technique used was simple random sampling, the results of data processing will be illustrated in tables and diagrams and calculations for the study of bicycle route lane using a matrix of origin and destination. Based on the questionnaire data obtained, from the survey results of 478 respondents, the percentage of cyclist was predominantly male and it was 91%, based on the analysis of activity patterns of folding cyclists, it indicated that the use of bicycle was 77% and it intended to the purpose of sports trips, 8% was for the purpose of recreation, 6% was for the purpose of daily activities, 5% was for the purpose of social travel, and the last 4% was for work purposes. 20% of folding cyclists were aimed to the short trips ? 10 km, while the use of bicycles for medium distances, which was around 10 km to 40 km, with the largest percentages was 38% and 32%. 68% of folding cyclist stated that the bicycle mode was the most economical mode of transportation. Dealing with the analysis for the opportunity to develop special bicycle routes and lanes, bicycle users were enthusiastic to obtain supporting facilities in the form of special bicycle lanes, 97% of cyclists agreed that a special bicycle lane must be provided. The selection of roads for bicycle routes was based on the calculation of the origin and destination matrix for the cyclists, the districts of the most potential cyclists were selected as starting and ending points for the bicycle route. Thus, 2 alternatives were selected for the special bicycle route. Key Words: sustainable transportation, characteristics, bicycle route, bicycle lane
STUDI GERUSAN TANAH PADA LERENG SUNGAI LEMATANG DESA MUARA LAWAI KABUPATEN MUARA ENIM Bahri, Zainul; Oemiati, Nurnilam
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 4 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.3221202064

Abstract

Sungai Lematang memiliki panjang 244 km merupakan salah satu sungai terpanjang di Sumatera Selatan. Bantaran Sungai Lematang pun tak luput dari fenomena erosi. Dampak dari erosi ini dapat mengakibatkan gerusan pada lereng sungai. Oleh karena itu diperlukan penelitian penyebab terjadinya gerusan pada sungai tersebut, Penelitian dilakukan berdasarkan perhitungan kecepatan aliran sungai dengan metode apung, dan rumus Manning. Untuk stabilitas lereng menggunakan metode Fellenius. Hasil penelitian menunjukkan bahwa kecepatan aliran (Vlapangan) = 0,64 m/detik dan kecepatan aliran perhitunganVperhitungan= 0,61 meter/ detik > Vc dengan syarat batas terendah 0,60 m/detik, menunjukkan bahwa lereng di daerah tersebut mengalami penggerusan. Nilai stabilitas lereng sebesar 0,23 < 1,5 yang berarti lereng tidak stabil. Kata Kunci : Kecepatan aliran, gerusan lereng sungai.
ANALISIS PENERAPAN SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA PADA PROYEK KONSTRUKSI GEDUNG BERTINGKAT TINGGI Yuliana, Ida
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 7, No 1 (2021): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.3634202171

Abstract

The implementation of safety and health management system (SMK3) in the construction world is currently a must, given the large number of workers involved and the workplace that has a high risk of work accidents. The SS apartment development project in Bandung is one of the high-rise building construction projects carried out by the WGG contractor. The implementation of HSE on construction projects by the contractor is carried out in the context of controlling risks related to work activities in order to create a safe, efficient and productive workplace. This study aims to assess the level of application (SMK3) on the SS apartment project in the city of Bandung. The research method used is descriptive qualitative method with data collection in the form of checklist observations and interviews based on government regulation number 50 of 2012 (PP Nomor 50 tahun 2012). The results show that the implementation of SMK3 by contractors in this SS apartment project reaches a value of 89.66% which means the level of achievement of SMK3 implementation in the project. it falls into the satisfactory category.Key Words : SMK3, HSE, apartment, interviews
INOVASI BETON RAMAH LINGKUNGAN A Rivai, Masri; Kimi, Sudirman; Revisdah, Revisdah
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 2 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2829201962

Abstract

In this study the author take Fly Ash and Powder Glass as an added ingredient in the concrete mix. This research intend to know the effect of Fly Ash and Powder Glass on K-300 concrete compressive strenght.This study uses cube-shaped specimens with the siza of 15 x 15 x 15. The total of test specimens in this study as much as 45 sample, each 9 seal of test specimens in 5 condition that is normal, concrete + fly ash 5% + glass powder 18%, concrete + fly ash 5% + glass powder 21%, concrete + fly ash 5% + glass powder 24%, concrete + fly ash 5% + glass powder 27%.After concrete compressive strenght test, the concrete strength og the concrete at age 3, 7 and 28 days with normal condition at 3 days age aqual to 139.26 Kg/Cm2, at age 7 day equal to 202.17 Kg/Cm2 and age 28 day of 307.01 Kg/Cm2. And the value of compressive strength of concrete characteristic with the use of Fly Ash 5% + glass powder 18% has the highest value of concrete compressive strength that is at 3 days age of 151.13 Kg/Cm2, 7 day age equal to 21175 Kg/Cm2 and age 28 is 312.81 Kg/Cm2 . These result exceed the copressive strength values of normal concrete characteristic and show that fly ash and glass powder can increase the compressive of the concrete.
PENGARUH PENAMBAHAN SILICA FUME DAN GLENIUM SKY TERHADAP KUAT TEKAN BETON K-400 Kimi, Sudirman; Alghafari, Abdullah Abuzar
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 2 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2834201962

Abstract

In the development of concrete technology (Concrete Technology) today which is increasingly unceasingly, along with the development of the era hence the quality of concrete selection as the main raw material of building construction is very important. This research writer take silica fume and glenium sky as added concrete mixture to know the influence of the addition of silica fume and glenium sky to the compressive strength of concrete. The research is divided into three stages : material testing, test object making and test object. This research uses cube-shaped specimen with size 15x15x15 cm, with 5 variations, they are normal concrete, silica fume 5%, silica fume 5% + glenium sky 2%, silica fume 5% + glenium sky 4%, and silica fume 5% + glenium sky 6%, which every variations has 3 test specimens with 3 days, 7 days, and 28 days. From laboratorium testing, the characteristics of compressive strength of concrete at age 28 days of normal concrete is 407,2 Kg/Cm2, normal concrete with silica fume 5% is 418,5 Kg/Cm2, normal concrete with silica fume 5% + glenium sky 2% is 435,9 Kg/Cm2, normal concrete with silica fume 5% + glenium sky 4% is 451,9 Kg/Cm2, normal concrete with silica fume 5% + glenium sky 6% is 484,1 Kg/Cm2.
ANALISA DIMENSI SALURAN DRAINASE UNTUK MENGATASI BANJIR DI JALAN BAY SALIM SEKIP JAYA KECAMATAN KEMUNING PALEMBANG Bahri, Zainul; Setiawati, Mira; Alatif, M Rifki
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 3 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2840202063

Abstract

Floods that occurred in Jalan Bay Salim, Sekip Jaya Village, Kemuning District, Palembang were caused by high rainfall with a long duration, inadequate drainage canals filled with rubbish, sediment deposits that were thick enough and cross section of drainage channels that could no longer hold water in large quantities so that there is an overflow of water from the drainage channel.The dimensions of the drainage channel in Jalan Bay Salim Sekip Jaya, Kemuning District in Palembang, there can be two rectangular channels, as follows: First channel: H = 1 m, b = 2 m, y = 0.61 m, p = 200 m, by being able to accommodate discharge: 1,376 m3 / sec, with maximum discharge: 0,365 m3 / sec, second channel: H = 0.6, b = 0.5m, y = 0.3m, p = 200m, by being able to accommodate discharge: 0,7584 m3 / sec, with maximum discharge: 0,779 m3 / sec. So from the observation only the first channel can accommodate maximum flowrate.Based on the results of the analysis that the second channel is no longer able to accommodate the maximum discharge, therefore in order to accommodate the maximum discharge it is necessary to analyze the dimensions of the channel that can accommodate the maximum discharge by normalizing by changing the dimensions of the channel as follows: second channel: H = 0.6, b = 1 m, y = 0.5 m, p = 200 m, so it can hold the discharge: 2,075m3 / sec, with a maximum discharge of 0,779 m3 / sec.
RENCANA ANGGARAN BIAYA PERENCANAAN PEMBANGUNAN STRUKTUR ATAS JEMBATAN KERETA API PADA PPI MADIUN Malaiholo, David; Kurniawan, M. Adib; Wardani, Hana
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 4 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.3217202064

Abstract

Untuk menunjang transportasi dalam suatu wilayah sangat diperlukan pembangunan jembatan yang nantinya akan menunjang perekonomian dalam kawasan tersebut. Didalam pembangunan jembatan perlu memperhatikan banyak faktor, salah satunya biaya yang dianggarakan. Kementerian Perhubungan melalui DAOP 7 Madiun menghibahkan kepada Politeknik Perkeretaapian Indonesia (PPI) Madiun berupa bongkaran dari jembatan Kertosono Sembung BH-259 yang diharapkan dapat menunjang aktivitas pembelajaran khusunya kegiatan praktikum lapangan dibidang jembatan. rencana anggaran biaya memegang peranan penting dalam suatu rangkaian kegiatan dimana rencana anggaran biaya menjadi tolak ukur dalam penentuan besaran dana yang akan dikerjakan. Untuk mendapatkan Rencana Anggaran Biaya Perencanaan Pembangunan Struktur Atas Jembatan Kereta Api Pada PPI Madiun dibagi atas perhitungan umum, perhitungan struktur atas jembatan dan perhitungan lainnya. Dibutuhkan biaya untuk menyelesaikan perencanaan pembangunan struktur atas jembatan sebesar Rp. 3.503.773.959 (tiga milyar lima ratus tiga juta tujuh ratus tujuh puluh tiga ribu sembilan ratus lima puluh sembilan rupiah). Kata Kunci: Jembatan, Rencana Anggaran Biaya, Struktur Atas Jembatan
ANALISIS BIAYA DAN WAKTU BERDASARKAN ANALISA PRODUKSIVITAS ALAT BERAT PEKERJAAN TANAH GALIAN (PEMBUATAN PIT) PADA PROYEK INSTALASI PENGOLAHAN AIR LIMBAH Martini, RA Sri; Kimi, Sudirman; Mulya, Sukma
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 4 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.3222202064

Abstract

Technological advances provide opportunities for construction workers to use heavy equipment as a substitute for manual equipment. Heavy equipment can be a solution to increase the efficiency and effectiveness of work implementation, which can be seen in the cost calculation or unit price.It can be seen that alternative 3 uses 2 units of Kobelco PC-200 excavators, 4 units of 5 m3 dump trucks, these alternatives have the smallest time difference to the original conditions in the field. Therefore, it is very time efficient and fast to process and costs slightly increases and results in fast and efficient workmanship. It can be seen for the difference in costs of - 28,905,973 (- 26%) and the difference in total working time of -25 hours (- 40%). Referring to the description of the calculation of the comparison between the original conditions in the field with alternative calculations, if a minus (-) result is obtained then the work is faster. So it can be recommended to use alternative 3 to carry out soil removal work in the Wastewater Treatment Plant project. Palembang, South Sumatra.

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