Modifikasi Gedung Kuliah Poltek Perkapalan ITS dengan Flat Slab dan Sistem Rangka Pemikul Momen Menengah (SRPMM)

Hidayat, Taufik (2009) Modifikasi Gedung Kuliah Poltek Perkapalan ITS dengan Flat Slab dan Sistem Rangka Pemikul Momen Menengah (SRPMM). Other thesis, Institut Teknologi Sepuluh Nopember.

Text 3106100621-Undergraduate_Thesis.pdf Restricted to Repository staff only Download (22MB)

Abstract

Struktur gedung kuliah Poltek Perkapalan ITS ini dibangun di wilayah gempa menengah, sesuai dengan kondisi kota Surabaya dan sekitarnya. Bangunan Gedung Kuliah tersebut telah dimodifikasi kembali dengan menggunakan Sistem Rangka Pemikul Momen Menengah (SRPMM) karena terletak di wilayah Gempa Menengah dan struktur flat slab. Modifikasi dilakukan, di antaranya jumlah lantai dari 4 menjadi 10, perencanaan struktur utama yaitu kolom, Flat slab, sloof, pelat dan pondasi. Sedangkan pada perencanaan struktur sekunder meliputi perencanaan tangga dan Lift. Untuk analisa struktur digunakan bantuan software SAP 2000. Tata Cara Perencanaan Perhitungan Struktur Beton Untuk Bangunan Gedung (SNI 03-2847-2002)" dan "Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung (SNI 03-1726-2002). Hasil perancangan struktur gedung kuliah POLTEK KAPAL ITS terdiri dari kolom dengan tulangan utama diameter 25 mm (D25); 22 mm (D22); 19 mm (D19) dan tulangan geser diameter 12 mm, pelat dengan tulangan utama diameter 22 mm (D22), atap menggunakan beton bertulang baja, dan pondasi menggunakan tiang pancang beton pracetak.
============================================================================================================================================
Kuliah building structure of ship POLTEK ITS was designed of medium earthquake zone, compatible with Surabaya regency's condition. This building was modified and redesigned with flat slab system and use Intermediate Moment Resisting Frame System (SRPMM). Because of medium earthquake zone and design of flat slab. The modifications that have done to this building are the number of floor, change from five to ten, by structure aspecial by that is column, slab and foundation. While was structure designed sekunder is doorstep and lift. Analisis Struktur is by SAP1000. The Rule of Designing Measurement Concrete Structure for Building (SNI 03-2847-2002) and The Rule of Designing Earthquake Stability for Building (SNI 01-1726-2002). The result of designing office building structure of kuliah POLTEK ship ITS consists of columns with diameter 25 mm of main reinforce (D25), 22 mm of main reinforce (D22), 19 mm of main reinforce (D19) and diameter 12 mm of shear reinforce, plate with diameter 22 mm of main reinforce (D12) and diameter 12 mm of shear reinforce. A part of the roof use reinforcement concrete, and use precast concrete pile foundation.

Item Type:	Thesis (Other)
Additional Information:	RSS 690.73 Hid m
Uncontrolled Keywords:	F1at s/ab,Drop Panei,Sistem Rangka Pemikul, Momen Menengah ( SRPMM ), Flab slab,Drop panel, Intermediate Moment Resisting Frame System (SRPMM)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	magang .
Date Deposited:	27 Oct 2026 03:59
Last Modified:	27 Oct 2026 03:59
URI:	http://repository.its.ac.id/id/eprint/145887

Actions (login required)

View Item