Perencanaan Struktur Beton Pada Bangunan Gedung Psikologi Universitas Surabaya (UBAYA) Dengan Metode Sistem Rangka Pemikul Momen Menengah (SRPMM) - Reinforced Concret Planning Of Surabaya University Psychology Building Using Intermediate Moment Resisting Frame System (SRPMM)

Abidin, Zainul and Sari, Nova Meristiana (2016) Perencanaan Struktur Beton Pada Bangunan Gedung Psikologi Universitas Surabaya (UBAYA) Dengan Metode Sistem Rangka Pemikul Momen Menengah (SRPMM) - Reinforced Concret Planning Of Surabaya University Psychology Building Using Intermediate Moment Resisting Frame System (SRPMM). Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Penyusunan proyek akhir ini mengambil obyek Gedung Psikologi Universitas Surabaya (UBAYA). Namun bangunan tersebut telah dimodifikasi dalam perencanaan ini, sesuai dengan standart kompetensi yang berlaku di program studi Diploma Teknik Sipil FTSP – ITS Surabaya. Modifikasi bangunan meliputi pengubahan denah lantai bangunan yang semula 7 lantai menjadi 4 lantai. Perencanaan Gedung ini menggunakan Sistem Rangka Pemikul Momen Menengah (SRPMM). Perhitungan beban berdasarkan dengan Peraturan Pembebanan Indonesia untuk Bangunan Gedung (PPIUG 1983). Sedangkan perhitungan gempa mengacu pada SNI 1726 – 2012 dan Peta Hazard Gempa Indonesia 2010. Beban gempa yang bekerja pada struktur bangunan menggunakan statik ekuivalen menggunakan SRPMM dengan nilai R = 5. Struktur sekunder terdiri dari pelat dan tangga yang dipikul oleh struktur primer yaitu balok dan kolom. Sedangkan perencanaan struktur bawah meliputi sloof dan pile cap, dengan pondasi borpile. Perencanaan struktur beton bertulang mengacu pada SNI 03–2847–2013 tentang Tata Cara Perhitungan Struktur Beton Bangunan Gedung. Dari hasil perhitungan yang dilakukan, diperoleh hasil gambar teknik struktur bangunan dimana bangunan tersebut mampu menahan gaya gempa yang terjadi di wilayah Surabaya. ======================================================================================================================== This final project is referring to Surabaya University Psychology Bulding as aplanning object. However the building has been modified for this final project planning, according to competence standard that applied on Diploma Study ofCivil Major FTSP - ITS Surabaya. The building modifications consist offloor plan change which on previous plan has 7 floor level to 4 floor level.This building plan use Intermediate Moment Resisting Frame System (SRPMM). The building load calculation is referring to Indonesia Loading Regulation for Building (PPIUG 1983). Meanwhile the earthquake calculation referring to SNI 1726-2012 and Indonesia Earthquake Hazard Map 2010. Earthquake load thataffect the building use equivalent static based on SRPMM with R value = 5. The secondary structur consist of slab and stairs that supported by the primarystructur which is beam and column. Meanwhile for the Low structur plan consist of sloof and pile cap, with bored pile foundation. The reinforced concrete structur plan referring to SNI 03-2847-2013 concerning about Building Concrete Structur Calculations Procedures. The result for the calculations are the building structur technical drawings where's the building can withstand the earthquake force that happen on Surabaya territory

Item Type: Thesis (Diploma)
Additional Information: RSS 690.73 Abi p
Uncontrolled Keywords: Peta Hazard, SRPMM, Peta Hazard, Statik Ekivalen, Equivalent Static, Hazard Map, SRPMM,
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering
Depositing User: ansi aflacha
Date Deposited: 04 Dec 2019 03:13
Last Modified: 04 Dec 2019 03:13
URI: http://repository.its.ac.id/id/eprint/72187

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