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ITS » Non Degree » T.Sipil Konsentrasi Bang.Gedung D3
Posted by tondoindra@gmail.com at 21/10/2013 14:23:26  •  1678 Views


PERHITUNGAN ULANG STRUKTUR GEDUNG RUMAH SAKIT ROYAL SURABAYA DENGAN METODE SISTEM RANGKA PEMIKUL MOMEN MENENGAH SRPMM

STRUCTURAL REDESIGN OF ROYAL HOSPITAL SURABAYA WITH INTERMEDIATE MOMENT RESISTING FRAME SYSTEM

Author :
YUSUF, RYANDA  ( 3109030125 )
ANWARDINA, AQIDAH AGUSTIYANDA




ABSTRAK

Salah satu metode dalam merencanakan suatu struktur bangunan tahan gempa adalah Sistem Rangka Pemikul Momen Menengah SRPMM. Metode ini merupakan metode perencanaan bangunan tahan gempa yang dibangun pada daerah zona gempa 3 dan 4. Penyusun mengambil objek pada pembangunan Gedung Rumah Sakit Royal Surabaya. Perencanaannya dikerjakan dengan menghitung beban berdasarkan fungsi bangunannya sesuai dengan PPIUG 1983. Sedangkan perencanaan gempanya mengacu pada SNI 03-1726-2003 langkah perhitungan struktur primernya dilakukan sesuai dengan SNI 03-2847-2002 dan langkah perhitungan struktur atapnya dilakukan sesuai dengan SNI 03-1729-2002 . Analisis yang digunakan dalam perencanaan beban gempa menggunakan analisis gempa dinamis analisis respons spektrum dan analisis strukturnya menggunakan analisis frame 3 dimensi.Dari perhitungan yang dikerjakan diperoleh hasil dimensi struktur utama balok 40x70 cm 25x40 cm dan sloof 30x50 cm serta dimensi komponen sekunder tebal pelat lantai 12 cm dan pelat atap 12 cm. Pada struktur bawah dipakai tiang pancang 45 cm dengan kedalaman 15 m.


ABSTRACT

One of method in plots a building structure bate earthquake be Intermediate Moment Resisting Frame System. This method constitute building planning methods bates earthquake that is built on earthquake zona region 3 and 4.Compiler takes object on Prodigal Hospital Building development Surabaya. Its planning worked by accounts charges base its building function correspond to PPIUG 1983. Meanwhile its earthquake planning points on SNI 03 1726 2003 structured arithmetic stage its primary is done according to SNI 03 2847 2002 and staged arithmetic structured its roof is done according to SNI 03 1729 2002 . Analisis that is utilized is in contemplation earthquake charges utilize analisis dynamic earthquake analisis is spectrum response and analisis is its structure utilizes analisis frame 3 dimensions. From the calculation which have bee done the conclusion is that the dimension structure beam 40x70 cm 25x40 cm and tie beam 30x50 cm and secondary structure thick of floor plate 12 cm and roof plate 12 cm. At bottom structure to be used piling 45 cm with depth 15 m.



KeywordsRespons Spektrum; SRPMM
 
Subject:  none
Contributor
  1. Nur Ahmad Husein, ST. MT.
Date Create: 13/07/2012
Type: Text
Format: PDF
Language: Indonesian
Identifier: ITS-NonDegree-31002130000465
Collection ID: 31002130000465
Call Number: RSS 690.551 Yus p


Source
Non Degree of Civil Engineering RSS 690.551 Yus p,2013

Coverage
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Rights
Copyright @2012 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




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  1.  ITS-NonDegree-27452-3109030125-3109030128-abstract-idpdf.pdf - 281 KB
  2.  ITS-NonDegree-27452-3109030125-3109030128-abstract-enpdf.pdf - 281 KB




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