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All Journal Jurnal Teknik Sipil Cendekia (JTSC)
Amperawan Schipper, Lucky
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Civil Engineering, Building, Construction & Architecture

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ANALISA DAYA DUKUNG TANAH DASAR DAN PERKERASAN LANDASAN PACU DENGAN ADANYA PENINGKATAN KAPASITAS PELAYANAN PESAWAT (STUDI KASUS BANDAR UDARA TANJUNG WARUKIN KALIMANTAN SELATAN) Legeno Joko Pratomo; Lucky Amperawan Schipper
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 1 No 1 (2020): Juli
Publisher : Faculty of Engineering, Planning and Architecture, Winaya Mukti University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1210.123 KB) | DOI: 10.51988/vol1no1bulanjulitahun2020.v1i1.6

Abstract

Potential aircraft service improvement at Warukin Airport Tabalong Regency of SouthKalimantan assuming the increase of passengers whose destination of departure and returnis equated with the activities of the airport in South Kalimantan province. Improvement of airportaircraft service with type planning – the runway type with various methods, methods and typesof machining is recommended according to the most possible criteria to be implemented. Thecarrying capacity of the existing base soil and the existing layer of pavement is analyzed for the needsof analysis method of the runway determination.
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.
Co-Authors Dwi Hasyti, Yukeu Hafudiansyah, Edward Legeno Joko Pratomo Mussyafa, Faris Setiawan, Felix