Studi Perbandingan Kekuatan Torsi Balok Beton Pratekan di Daerah Resiko Gempa Berdasarkan ACI 318-M14, SNI 2847-2013, dan SNI 2847-2002 pada Studi Kasus Gedung Fakultas Farmasi Universitas Airlangga

Faried, Muhammad (2018) Studi Perbandingan Kekuatan Torsi Balok Beton Pratekan di Daerah Resiko Gempa Berdasarkan ACI 318-M14, SNI 2847-2013, dan SNI 2847-2002 pada Studi Kasus Gedung Fakultas Farmasi Universitas Airlangga. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Studi perbandingan kekuatan torsi balok beton pratekan ini dilakukan pada studi kasus Gedung Fakultas Farmasi Universitas Airlangga. Dalam studi ini dibandingkan hasil dari kekuatan torsi balok beton pratekan pada daerah resiko gempa dari tiga peraturan, yaitu ACI 318-M14, SNI 2847-2013, dan SNI 2847-2002. Dalam Tugas Akhir ini akan dibahas bagaimana merencanakan struktur gedung pada daerah resiko gempa dengan beton pratekan menggunakan SNI 2847-2013. Perencanaan ini meliputi perencanaan struktur sekunder, analisa struktur, penulangan struktur utama, serta perencanaan balok pratekan. Setelah penulangan struktur utama dan perencanaan balok pratekan menggunakan SNI 2847:2013 selesai, dilakukan perhitungan kekuatan torsi pada balok pratekan menggunakan ACI 318-M14 dan SNI 2847-2002. Studi ini menghasilkan output gambar beserta dimensi struktur dan hasil perbandingan kekuatan torsi berdasarkan ACI 318-M14, SNI 2847-2013, dan SNI 2847-2002. ======================================================================================================= The study comparation of prestressed concrete torsion strength was conducted on Faculty of Pharmacy Building, Airlangga University. In this study, torsion strength in earthquake risk areas compared using SNI 2847-2002, SNI 2847: 2013, and ACI 318M-14. In this Final Project will discuss how to plan the structure of buildings in earthquake risk areas with prestressed concrete using SNI 2847-2013. These design include secondary structure, structural analysis, primary structure reinforcement, and prestressed beam design. After reinforcement of primary structure and prestressed beam design using SNI 2847: 2013 completed, the process followed by the calculation of torsional strength in prestressed beams using ACI 318-M14 and SNI 2847-2002. This study produces shop drawing output along with structural dimensions and torsion strength comparation results based on ACI 318-M14, SNI 2847-2013, and SNI 2847-2002.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 620.136 Far s-1 3100018077158
Uncontrolled Keywords: Beton Pratekan, Kekuatan Torsi, Fakultas Farmasi Universitas Airlangga, Prestressed Concrete, Torsional Strength, Pharmacy Faculty of Airlangga University
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA439 Lightweight concrete. High strength concrete.
T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering)
T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses
Depositing User: Muhammad Faried
Date Deposited: 21 Oct 2020 07:01
Last Modified: 21 Oct 2020 07:01
URI: http://repository.its.ac.id/id/eprint/55797

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