Hakiki, Yusron and Maulidiza, Rizky Putri (2020) Perencanaan Struktur Gedung 4 Lantai Fakultas Ekonomi dan Bisnis Universitas Trunojoyo Dengan Metode Sistem Rangka Pemikul Momen Menengah (SRPMM) dan Metode Pelaksanaan Kolom. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung yang digunakan dalam penyusunan tugas akhir terapan ini merupakan desain ulang dari gedung Fakultas Ekonomi dan Bisnis Universitas Trunojoyo Madura hanya saja lokasinya diubah di kota Balikpapan sesuai dengan data tanah yang digunakan. Berdasarkan hasil Standart Penetration Test (SPT), didapatkan bahwa gedung dibangun diatas tanah kondisi sedang (kelas situs SD). Berdasarkan parameter respons percepatan didapatkan kategori desain seismik C sehingga perhitungan struktur dilakukan dengan metode sistem rangka pemikul momen menengah (SRPMM). Perhitungan struktur dan gempa mengacu pada peraturan yang berlaku, yakni SNI 2847:2013, SNI 1729:2015, SNI 1726:2012, SNI1727:2013. Proses perhitungan struktur meliputi analisa pembebanan, permodelan struktur menggunakan program bantu SAP 2000, analisa gaya dalam, perhitungan penulangan, dan pengecekan syarat elemen struktur. Berdasarkan hasil perhitungan perencanaan ini, diperoleh struktur primer yaitu terdapat 1 tipe balok induk, balok anak dan sloof dengan tulangan D19 dengan sengkang Ø10. Pada kolom terdapat 2 tipe yaitu K1 dan K2, untuk K1 menggunakan tulangan D22 dan sengkang Ø10. Sedangkan untuk K2 menggunakan tulangan D19 dan sengkang Ø10. Pada pondasi terdapat 2 tipe, tipe 1 menggunakan 2 tiang pancang sedangkan untuk tipe 2 menggunakan 1 tiang pancang. Berdasarkan hasil perhitungan untuk struktur sekunder digunakan Pelat tangga dan bordes menggunakan tulangan D12 dan Ø10 untuk tulangan susut. Pelat lantai terdiri dari 5 tipe yang menggunakan tulangan D12 dan Ø10 untuk tulangan susut. Tugas akhir terapan ini juga menyertakan metode pelaksanaan dari pekerjaan kolom.
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The building used in this final project is a redesign of the faculty of business and ecinomics building from the University of Trunojoyo Madura but the location has been changed in Balikpapan. Based on the results of the Standard Penetration Test (SPT), it was found that the building was build on land with moderate soil conditions (SD site class), the Intermediate Moment Resisting Frame System (IMRFS) was chosen because it is located on land with moderate soil conditions (SD site class) and also it is located in Category Seismic Design C. Calculation of structures and earthquakes refer to applicable regulations like SNI 2847:2013, SNI 1729:2015, SNI 1726:2012, SNI1727:201. The structural calculation process includes load analysis, structure modeling using SAP2000, inner force analysis, calculation of reinforcement, and checking the requirements of structural elements. Based on the results of this planning calculation. The primery structure is obtained, there are 1 type of main beam, 1type of secondary beam, 1 type of landing beam with bending reinforcement D22 and stirrups of Ø10. There are 2 types for the columns. The first Type (K1) is using bending reinforcment D22 and stirrups of Ø10. The second type (K2) is using bending reinforcment D19 and stirrups of Ø10. The foundation has 2 types, with two spun pile anda one spun pile. Based on the results of this planning calculation of the secondary structure, there are 5 types of slab with reinforment using D12 and Ø10 .Sstair and ladder slab reinforment using D12 and Ø10. In this final project included the column formwork.
| Item Type: | Thesis (Other) |
|---|---|
| Additional Information: | RSIS 624.177 1 Hak p-1 2020 |
| Uncontrolled Keywords: | Perencanaan struktur, SRPMM, metode pelaksanaan kolom |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | Yusron Hakiki |
| Date Deposited: | 14 Mar 2023 03:34 |
| Last Modified: | 14 Mar 2023 03:34 |
| URI: | http://repository.its.ac.id/id/eprint/73653 |
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