Desain Ulang Struktur Beton Bertulang Laboraturium Universitas Islam Negeri Sunan Ampel Surabya dengan Metode Sistem Rangka Pemikul Momen Menengah (SRPMM)

Aldillah, Rafli Rakhma and Zukhro, Ikfa Muqsith (2016) Desain Ulang Struktur Beton Bertulang Laboraturium Universitas Islam Negeri Sunan Ampel Surabya dengan Metode Sistem Rangka Pemikul Momen Menengah (SRPMM). Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Pada Tugas Akhir ini mengambil data bangunan Laboraturium dari proyek pengembangan Kampus Universitas Islam Negeri Sunan Ampel Surabaya. Dalam perencanaan perhitungan struktur gedung menggunakan metode Sistem Rangka Pemikul Momen Menengah. Pada perencanaan akan mengalami sedikit perubahan pada komponen gedung laboraturium yang pada awalnya terdiri 3 lantai dengan atap rangka baja menjadi 4 lantai dengan atap pelat beton. Perencanaan perhitungan beton bertulang menggunakan peraturan SNI 2847-2013 mengenai “ Peraturan Persyaratan Beton Bertulang untuk Bangunan Gedung “ dan peraturan PBBI 1971 mengenai “Peraturan Beton Bertulang Indonesia”. Pembebanan gedung menggunakan peraturan PPIUG 1983 mengenai “Peraturan Pembebanan Indonesia untuk Gedung”.Pembebanan gempa menggunakan peraturan SNI 1726-2012 mengenai “Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung” dengan metode statik ekuivalen. Dalam analisa gaya dan momen menggunakan aplikasi SAP2000 dibantu dengan aplikasi lainnya. Hasil dari perhitungan perencanaan berupa gambar kerja dari struktur atas ( kolom,balok,pelat ) sampai struktur bawah ( pondasi ). =============================================================================================== In this Final Project, the Laboratorium Construction data was retrieved from development project of Sunan Ampel Islamic University of Surabaya. Intermediate Moments Frame System Method is used in calculating and planning the building structure. In the planning process, there were be little changes in laboratorium building components that was initially consist of 3 floors with the steel-structured roof into 4 floors with concreteplated roof. Planning the calculation of reinforced concrete were using the SNI 2847-2013 regulation about “Regulatory Requirements for Reinforced Concrete Buildings” and PBBI 1971 regulation on "Regulation of Reinforced Concrete Indonesia". Imposition of building were using the PPIUG 1983 regulation about “Indonesia Loading Regulations for Buildings”. Imposisiton of earthquake were using the SNI 1726-2012 regulation about “ Earthquake Resilience Planning Procedures for Non-Structural Building and Building" with the equivalent static method.In force and moment analysis, SAP2000 and other application was used. The result of calculation planning were the work drawing of upper structure (column, breams, plates) until the lower structure (foundation).

Item Type: Thesis (Diploma)
Additional Information: RSS 624.183 41 Ald d
Uncontrolled Keywords: SRPMM, statik ekuivalen, struktur
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TA Engineering (General). Civil engineering (General) > TA440 Concrete--Cracking
T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > (D3) Diploma
Depositing User: Mr. Tondo Indra Nyata
Date Deposited: 22 Mar 2017 02:00
Last Modified: 26 Dec 2018 03:52
URI: http://repository.its.ac.id/id/eprint/41197

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