Nanda, Dedy Setia (2018) Modifikasi Struktur Gedung Fakultas Ekonomi Dan Bisnis Islam UIN Sunan Ampel Surabaya Menggunakan Sistem Rangka Pemikul Momen Khusus Dan Metode Pelaksanaan Balok-Pelat Lantai. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Bangunan gedung Fakultas Ekonomi dan Bisnis Islam UIN Sunan Ampel Surabaya terletak di jalan A. Yani 117, Surabaya. Gedung ini terdiri dari 7 lantai dan atap baja. Berdasarkan hasil Standart Penetration Test (SPT), didapatkan bahwa gedung ini dibangun diatas tanah dengan kondisi tanah lunak dan termasuk dalam kategori desain seismik D. Gedung ini menggunakan system ganda dalam perencanaannya yaitu Sistem Rangka Pemikul Momen Khusus (SRPMK) dan dinding geser.
Pada tugas akhir ini akan dilakukan modifikasi dengan hanya memakai sistem Struktur Sistem Rangka Pemikul Momen Khusus (SRPMK) yang berakibat perubahan pada dimensi strukturnya dan tinggi gedung yang semula 7 lantai didesain menjadi 8 lantai. Perhitungan struktur dan gempa mengacu pada peraturan yang berlaku yaitu SNI 1726:2012, SNI 1727:2013, SNI 2847:2013, dan SNI 1729-2015. Proses dalam perhitungan struktur meliputi analisa pembebanan, permodelan struktur, analisa gaya dalam, perhitungan penulangan, serta cek persyaratan elemen struktur.
Hasil perhitungan desain gedung meliputi dua macam ukuran balok induk 600 x 700 mm dan 450 x 700 mm, dua macam ukuran balok anak 300 x 400 mm dan 200 x 300 mm, dan dua macam ukuran kolom yaitu lantai 1-5 850 x 850 mm, lantai 6 - Atap 750 x 750 mm. Serta, terdapat juga hasil perhitungan penulangan beton struktur utama, balok, dan kolom, serta struktur sekunder berupa pelat dan tangga yang kemudian akan dituangkan dalam bentuk gambar teknik.
==============================================================================The building of Faculty of Economics and Islamic Business UIN Sunan Ampel Surabaya is located on the street A. Yani 117, Surabaya. This building consists of 7 floors and steel roof. Based on the results of Standard Penetration Test (SPT), it is found that this building is built on soil with soft soil conditions and included in the category of seismic design D. The building uses double system in its planning that is Special Moment Frame Response System and Shear walls.
In this final project will be modified by using only Special Moment Frame System (SRPMK) which resulted in changes to dimension of the structure and the height of the building which was originally 7 floors designed to be 8 floors. Calculation of structure and earthquake follow the applicable regulations, as followed SNI 1726:2012, SNI 1727:2013, SNI 2847:2013, dan SNI 1729-2015. The calculation of structure contained of mass analysis, structure modeling, calculation of reinforcements, and checking the requirements of structural elements.
Building design calculation results include two sizes of beam 600 x 700 mm and 450 x 700 mm, two sizes of secondary beam 300 x 400 mm dan 200 x 300 mm, and two sizes of columns, floor 1-5 850 x 850 mm, floor 6 - Roof 750 x 750 mm. As well, there are also calculations of reinforcement of concrete main structure, beams, and columns. Also, the secondary elements as slab and stairs that would be poured in the form of engineering drawings.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Modification, Standard Penetration Test (SPT), Seismic Design Category, Special Moment Resisting Frame System. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | Dedy Setia Nanda |
| Date Deposited: | 08 Jul 2021 09:10 |
| Last Modified: | 08 Jul 2021 09:10 |
| URI: | http://repository.its.ac.id/id/eprint/57231 |
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