Anggraini, Hemas Mutia (2018) Studi Perbandingan Kekuatan Lentur Balok Prategang di Daerah Risiko Gempa Berdasarkan SNI 03-2847-2002, SNI 2847:2013 dan ACI 318M-14 pada Struktur Apartemen Enviro Bekasi. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Suatu teknologi konstruksi dengan mengkombinasi antara beton mutu tinggi dengan baja mutu tinggi dengan cara menarik baja dan menahannya pada beton, sehingga membuat beton dalam keadaan tertekan yang disebut dengan beton prategang. Keuntungan beton prategang dibandingkan beton bertulang yaitu penggunaan dimensi penampang struktur prategang akan lebih kecil atau langsing, sebab seluruh luas penampang dipergunakan secara efektif. Dikarenakan kebutuhan akan ruang yang luas pada gedung Apartemen Enviro dimana digunakan sebagai ruang pertemuan maupun pesta maka pada lantai 12a dibangun multifunction hall. Atas dasar kebutuhan ruangan yang luas tanpa kolom sehingga membutuhkan balok yang panjang maka elemen struktur beton bertulang diganti menggunakan beton prategang.
Selain balok prategang juga meninjau sistem rangka momen dan lokasi gedung Apartemen Enviro. Berdasarkan identifikasi tanah dari hasil uji Standart Penetration Test (SPT) dan Peta Hazard 2017, diketahui bahwa Kota Bekasi merupakan wilayah dengan jenis tanah sedang yaitu KDS D, maka struktur bangunan direncanakan dengan metode Sistem Rangka Pemikul Momen Khusus (SRPMK). Sedangkan untuk desain struktur mengacu pada SNI 2847:2013.
Dalam studi ini penulis juga membandingkan penggunaan tiga jenis peraturan yaitu SNI 2847-2002, SNI 2847:2013 dan ACI 318M-14 yang akan digunakan untuk merencanakan gedung Apartemen Enviro pada balok prategang dengan tinjauan kekuatan lentur. Studi ini dilakukan untuk mendapatkan peraturan mana yang paling efisien dan memenuhi segala persyaratan keamanan, sehingga nantinya perencanaan dapat dilaksanakan dengan tepat.
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A construction technology by combining high quality concrete with high quality steel by pulling steel and hold it to the concrete, so that makes concrete in a stressed state called as prestressed concrete. The advantage of prestressed concrete compared to reinforcement concrete is the use of dimensional cross-sectional prestress structure will be smaaler or slimmer, because the entire area of creoss section is used effectively. Due to the need of a spacious room in Enviro Apartement building where used as meeting room or party then on 12ath floor build as multifunction hall. On the basis if the need of a spacious room with no coloumns so that the length of the beam is very far rhenn the reinforcement concrete elemests are replaced using prestress concret.
In addition to prestress beam also review the moment frame system and the location of the Enviro Apartement building. Based on soil identification In addition to the prestressing beams also review the moment frame system and the location of the Enviro Apartment building. Based on soil identification from Standard Test Penetration Test (SPT) and Hazard 2017, it is known that Bekasi City is a medium soil type is KDS D, then the structure of the building is planned by the method of Special Moment Resisting Frame System (SRPMK). While for structural design refer to SNI 2847: 2013.
In this study, the authors also compared the use of three types of regulations, namely SNI 2847-2002, SNI 2847: 2013 and ACI 318M-14 which will be used to plan Enviro Apartment building on prestressing beams with review of flexural strength. This study is conducted to get the most efficient and meet all the requirements of security, so that later planning can be executed appropriately.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 624.183 414 Ang s-1 2018 3100019079102 |
| Uncontrolled Keywords: | Beton Prategang, SRPMK, SNI 03-2847-2002, SNI 2847:2013, ACI 318M-14, Apartemen Enviro |
| Subjects: | 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: | Hemas Mutia Anggraini |
| Date Deposited: | 01 Dec 2020 09:23 |
| Last Modified: | 01 Dec 2020 09:23 |
| URI: | http://repository.its.ac.id/id/eprint/56316 |
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