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ANALISIS STRUKTUR GEDUNG TAHAN GEMPA DENGAN METODE SISTEM GANDA (DUAL SYSTEM) Hendra Hendra; Lio Varan Zulkarnaen; Indah Rosanti; Rona Ariyansyah
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4205

Abstract

Most parts of Indonesia are earthquake prone areas with medium and high intensity. In the process of constructing the building, it needs to pay attention to several aspects. One of it is the effect of the earthquake. Earthquakes always attack the joint structure so that the structure needs to be designed using the moment-bearing frame system method with the concept of strong columns and weak beams combined with shear walls, so that the building can muffle earthquake vibrations. The building of Lidra Hotel, located on Raya Sedau Street, Samudera Indah beach, Sungai Raya Kepulauan sub-District, Bengkayang Regency, West Kalimantan Province. The building consists of 17 floors with a height of 67 meters from the ground, reinforced concrete structure. Based on the results of the Standard Penetration Test, this building will be builded on medium ground (SD site class) and included in the Seismic Design Category (KDS) D, then the calculation of this building uses the Special Moment Resistant Frame System (SRPMK) combined with a shear wall, so it is called the Dual System Method. Earthquake load planning uses the 2017 Indonesia Earthquake Map using the spectrum response method according to SNI 1726-2019. Calculation of loading according to SNI 1727-2020 and PPPURG 1987, structural concrete requirements for buildings according to SNI 2847-2019, calculation of structural steel roof according to SNI 1729-2020. Based on the calculation of the roof some results were obtained the size of the column and the truss size IWF 148.100.6.9mm, CNP gording 150.50.20.3,2mm, 1 type of plate 130mm;  2 types of beams 350mm/700mm and 300mm/600mm;  4 types of columns, K1 1200mm x 600mm, K2 800mm x 800mm K3 1000mm x 500mm, and K4 700mm x 700mm;  1 type of shear wall 300mm;  ladder plate and balustrade 130mm; 4 types of foundation 3600mm x 3600mm x 700mm – spun pile 9 D 600mm;  1500mm x 1500mm x 400mm – spun pile 4 D 350mm;  3000mm x 3000mm x 500mm – spun pile 9 D 500mm;  7600mm x 5600mm x 1000mm – spun pile 12 – 800mm. Keywords: Building Structure, Earthquake Resistance, Dual System, Spectrum Response.
Analisis Kebutuhan Angkutan Umum Penumpang Trayek Pontianak Rasau Jaya Nernawani Nernawani; Indah Rosanti; Etty Rabihati
Vokasi Vol 13 No 1 (2018): Vokasi
Publisher : Politeknik Negeri Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (687.821 KB)

Abstract

Public transportation is a familiar mode of land transportation for road users, now public transportation becomes the rarest thing in Pontianak area, especially Pontianak - Rasau Jaya route, for it is considered necessary to know what variables are very influential on the performance of public transportation. The purpose of this study is to know what variables are very influential performance of public transport, how much Load Factor and how many public transports should be provided to serve from the Road Trajectory Pontianak - Rasau Jaya. From the results of this study found that variables that are very influential on the performance of public transport Tayek Pontianak-Rasau Jaya is the Length of Tayek, Reability, and Comfort, security and safety. While LF during peak hours 5.11 while the hour is not busy at 1.79, while the estimated number of buses 2 pieces.
Pemanfaatan Serbuk Cangkang Ale-Ale sebagai Alternatif Agregat Halus untuk Beton Mutu Tinggi Indah Rosanti; Nernawani Nernawani; Indah Anjar Reski
Vokasi Vol 13 No 2 (2018): Vokasi
Publisher : Politeknik Negeri Pontianak

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (246.305 KB)

Abstract

Konstruksi beton diminati karena relatif kuat, mudah dibentuk, dan lebih ekonomis jika dibandingkan dengan konstruksi yang menggunakan baja maupun kayu. Pada saat ini telah dikembangkan beton mutu tinggi dengan menggunakan berbagai inovasi agregat pengganti. Peneliti memanfaatkan serbuk cangkang ale–ale yang juga termasuk ke dalam jenis kerang sebagai alternatif pengganti agregat halus untuk campuran beton mutu tinggi. Penelitian ini bertujuan untuk mengetahui karekteristik beton mutu tinggi dan apakah serbuk Cangkang Ale –Ale dapat digunakan sebagai alternatif pengganti agregat halus utntuk campuran beton mutu tinggi sesuai dengan kekuatan yang direncanakan. Dalam penelitian ini peneliti menggunakan metode eksperimen yang dilakukan di laboratorium Jurusan Teknik Sipil dan Perencanaan. Dari penelitian ini didapatkan hasil nilai slump tertinggi pada jenis campuran 7,5% cangkang kerang sebagai agregat halus yaitu sebesar 15 mm sedangkan jenis campuran normal mempunyai nilai slump terkecil yaitu 12,55, kesemua nilai slump masih masuk dalam nilai slump yang direncanakan yaitu 10 – 15 mm. Volume beton segar akan bertambah dengan bertambahnya % agregat halus dari cangkang Ale-ale. Pada campuran 4 dengan campuran 7,5% volume beton segar mencapai maksimum 2,499 kg/liter. Kuat tekan beton bertambah pada campuran 2,5% tetapi seterusnya kekuatan menurun seiring dengan bertambahnya % agregat halus dari cangkang Ale-ale.