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Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 63 Documents
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Evaluasi Pemisah Arah, Terhadap Kinerja Ruas Jl. Jenderal Soeharto Kota Kupang Engelbertha Bria Seran; Yoseph Enga Dasanto Ola; Sri Santi Seran
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 5 No 1 (2024): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v5i1.192

Abstract

Along road Jenderal Soeharto is dominated by shops, educational facilities, trade, hotels, and gas stations which results in this road having very high activity, this can cause movement conflicts in traffic flow and can also trigger congestion. The temporary separator itself was installed on Jalan Jenderal Soeharto Sta.00+600 to Sta.00+850 in order to reduce right-turning vehicle conflicts so as to improve traffic flow. Based on the results of the analysis of the road performance evaluation that has been carried out, it can be stated that the road capacity after the direction separation has increased to 2213.24 pcu/hour from before the direction separation was 2079 pcu/hour while the free flow speed before the direction separation was 37.18 Km/hour decreases after there is a separation of 35.72 Km/hour, and the degree of saturation before separation of 1.09 increases to 1.69 after separation, with the level of service remaining the same in the bad predicate or F before and after there is a direction separator, the factor of increasing degree of saturation is due to the increased traffic volume from before the direction separator was 1722.70 Ppu/hour to 3757.50 pcu/hour after the direction separator, the increase in traffic volume is influenced by the increasing population of the city of Kupang every year while for the side friction decreased before there was a 2277.25Philippines/Hour to 1031.40Pu/Hours after a directional separator.
PENERAPAN BALOK TIDUR DALAM STRUKTUR BANGUNAN 2 LANTAI Edward Hafudiansyah; Faris Mussyafa; Felix Setiawan; Lucky Amperawan Schipper; Yukeu Dwi Hasyti
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 5 No 1 (2024): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v5i1.194

Abstract

Gedung Sate is one of the historic buildings that has become an icon in the city of Bandung, has a long history with a distinctive architectural design. Adjustments: The development of a new building that is adapted to the structural conditions of the existing building has experienced several obstacles, one of which is the free space between the basement floor and the beams in one of the building structures in the Gedung Sate area, namely the Setda Building A. This has resulted in the need for more space. So it is planned to use sleeping beam. This research aims to determine whether the planned sleeping beam dimensions still meet the criteria for calculating reinforcement requirements. The research method used is a qualitative research method with a case study type. Structural calculations were carried out with the help of ETABS software based on SNI 2847 2019. Based on the calculation results, the dimensions required for beam planning are B1 700/500 and B2 are 800/550. With the number of B1 reinforcements being 9D19 at the top support and 5D19 at the bottom support and 7D19 at the top field and 11D19 at the bottom field. Meanwhile, reinforcement for B2 is 8D19 at the top support and 6D19 at the bottom support and 6D19 at the top field and 6D19 at the bottom field.
Analisis Penerapan Keselamatan dan Kesehatan Kerja (K3) Sebagai Pengendalian Terhadap Kinerja Pada Proyek Konstruksi Annisa Fajriah Hasanah; Nadia Diandra
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 5 No 1 (2024): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v5i1.195

Abstract

Construction activities play an important role in a country's economic and social growth, as they can create jobs and have a positive impact on related industries, such as building materials and construction services. However, construction activities also pose potential risks to workers and bystanders. Therefore, companies in the construction sector need to think about solutions to deal with occupational health and safety issues so that the construction process can minimize the risk of occupational accidents. The aim of this study is to analyse the application of Occupational Health and Safety (OHS) as a performance control in landed house construction projects. The data collection method was through observation and the use of questionnaires. Data analysis was carried out using multiple linear regression analysis, descriptive hypothesis, multiple correlation and relative contribution. Based on the multiple linear regression analysis, it is found that the factors of workers' knowledge, OHS management and OHS implementation affect the application of OHS. The results of the multiple correlation show that there is a very strong correlation between the success factors and the application of OHS. The factor that has the highest success rate with a value of 65.36% is the OHS implementation factor, where the OHS implementation factor is supported by three main indicators, namely the factor of workers' awareness of the importance of using personal protective equipment on construction sites, the planning factor and the implementation factor.

Page 7 of 7 | Total Record : 63

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