Modifikasi Perancangan Struktur Menggunakan Flat Slab Pada Gedung Hotel Pkpri Trunojoyo Kota Sampang

Setyadi AS, Jaka (2015) Modifikasi Perancangan Struktur Menggunakan Flat Slab Pada Gedung Hotel Pkpri Trunojoyo Kota Sampang. Undergraduate thesis, Institut Technology Sepuluh Nopember.

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Abstract

Untuk memajukan sarana akomodasi sebagai penunjang kepariwisataan di lingkungan Kota Sampang Madura, yang memiliki obyek wisata yang cukup banyak dan beragam, maka pemerintah kota bekerjasama dengan Badan Usaha Milik Daerah (BUMD), untuk membangun Gedung Hotel PKPRI Trunojoyo di Kota Sampang. Dalam perencanaan gedung bertingkat terdapat kecenderungan untuk melakukan penghematan, agar memperoleh keuntungan yang maksimal. Penghematan boleh dilakukan asalkan tidak mengurangi unsur kekuatan gedung tersebut. Salah satu alternatif pemecahannya adalah dengan membuat struktur Flat Slab. Didalam tugas akhir ini menganalisa modifikasi gedung menggunakan struktur Flat Slab dengan Sistem Rangka Pemikul Momen Khusus (SRPMK) sesuai SNI 03-1726-2012. Gedung ini dirancang dengan analisa gempa respon spektrum dengan Kategori Desain Seismik (KDS) “D” dan Faktor Distribusi R sebesar 8, untuk mengontrol stabilitas struktur dan mendapatkan dimensi struktur Flat Slab. Hasil perencanaan diperoleh dimensi struktur pelat lantai 200 mm, dimensi pelat atap 150 mm, Drop Panel 120 mm ,kolom eksterior dan interior 700 mm, dan struktur bawah menggunakan tiang pancang diameter 500 mm. ====================================================================================================== Accommodation for supporting facilities to promote tourism in the city, Madura Sampang an object which has a variety of tourist destinations, and quite a lot the city government together with local enterprises (BUMD), to build buildings PKPRI Trunojoyo Sampang hotel in the city. In planning highrise buildings there is a tendency to do the saving, so as to obtain maximum profit .Thrift to do as long as it does not reduce element the the building strength .One alternative for solving is to make structures flat slab. In the last of these duty analyzes modification use structures building flat a slab with Special Moment Resisting Frame System (SRPMK) according SNI 03- 1726-2012. The building was designed with a spectrum analysis earthquake response with two categories of seismic design (KDS) were “D” and Distribution factor (R) were 8, to get control structures and stability of structures flat slab. The results obtained dimensions of planning the structure of the floor plates 200 mm , the dimensions of a plate of the roof of 150 mm , drop the panel of 120 mm , a column of the exterior and interior 700 mm , and the structure of the bottom of the use of piles mm. the diameter of 500 mm.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 690.831 4 Jak m
Uncontrolled Keywords: Flat Slab, Sistem Rangka Pemikul Momen Khusus, Beton Bertulang, Drop Panel.
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 > 22201-(S1) Undergraduate Thesis
Depositing User: Mr. Tondo Indra Nyata
Date Deposited: 28 Oct 2019 04:33
Last Modified: 28 Oct 2019 04:33
URI: http://repository.its.ac.id/id/eprint/71450

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