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Syapril Janizar
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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 12 Documents
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Search results for , issue "Vol 5 No 1 (2024): February" : 12 Documents clear
PENERAPAN BALOK TIDUR DALAM STRUKTUR BANGUNAN 2 LANTAI Hafudiansyah, Edward; Mussyafa, Faris; Setiawan, Felix; Amperawan Schipper, Lucky; Dwi Hasyti, Yukeu
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 Fajriah Hasanah, Annisa; Diandra, Nadia
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

Kegiatan konstruksi memiliki peran penting dalam pertumbuhan ekonomi dan sosial suatu negara, karena dapat menciptakan lapangan pekerjaan dan berdampak positif pada industri terkait, seperti industri bahan bangunan dan jasa konstruksi. Namun kegiatan konstruksi juga membawa potensi risiko bagi pekerja dan pihak yang terlibat didalamnya. Oleh sebab itu, perusahaan dalam sektor industri konstruksi perlu memikiran solusi untuk dapat menghadapi permasalahan mengenai Keselamatan dan Kesehatan Kerja (K3), sehingga pada proses pengerjaan konstruksi dapat meminimalisasikan risiko terjadinya kecelakaan kerja. Penelitian ini bertujuan untuk menganalisis penerapan K3 sebagai pengendalian terhadap kinerja pada proyek konstruksi pembangunan bangunan landed house. Metode pengumpulan data dilakukan melalui pengamatan dan penggunaan kuesioner. Analisis data dilakukan dengan menggunakan analisis regresi linear berganda, hipotesis deskriptif, korelasi ganda, serta sumbangan relatif. Berdasarkan analisis regresi linear berganda diperoleh bahwa faktor Pengetahuan Pekerja, Manajemen K3, dan Pelaksanaan K3 berpengaruh terhadap Penerapan K3. Hasil dari korelasi ganda menunjukkan adanya korelasi yang sangat kuat antara faktor keberhasilan dengan penerapan K3. Faktor yang memiliki tingkat keberhasilan utama dengan nilai 65,36% adalah faktor Pelaksanaan K3, dimana faktor Pelaksanaan K3 didukung oleh tiga indikator utama yaitu faktor kesadaran pekerja akan pentingnya penggunaan alat pelindung diri pada lokasi konstruksi, faktor perencanaan dan prosedur keselamatan dan kesehatan kerja yang telah dibuat dengan mempertimbangkan identifikasi bahaya dan risiko, dan faktor pengetahuan pekerja mengenai alat pelindung diri. Dari hasil analisis yang dilakukan, penerapan K3 pada proyek konstruksi bangunan landed house Summarecon Serpong telah diterapkan dan sudah tergolong baik.

Page 2 of 2 | Total Record : 12

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