Kontrol Ulang Bangunan Gedung Rumah Sakit Gigi dan Mulut (RSGM) UMS dengan Sistem Rangka Pemikul Momen Menengah (SRPMM)

Purnomo, Bambang and , Budi Setiawan, S.T., M.T. (2018) Kontrol Ulang Bangunan Gedung Rumah Sakit Gigi dan Mulut (RSGM) UMS dengan Sistem Rangka Pemikul Momen Menengah (SRPMM). Skripsi thesis, Universitas Muhammadiyah Surakarta.

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	PDF (Bab I) BAB I LATAR BELAKANG.pdf Download (115kB)
	PDF (Bab II) BAB II TINJAUAN PUSTAKA .pdf Restricted to Repository staff only Download (1MB) | Request a copy
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Abstract

Central Java is an area that has a history of natural disasters caused by earthquakes. In the development of public infrastructure such as hospitals must be designed with earthquake resistant structures using the latest earthquake regulations because the hospital is bengunan which has a high security of the load grafitasi. The most influential factor in the planning of building storied building structure strength is in hold or accommodate the loads acting on the structure. The planned structure include the structure of the roof steel frame, columns, beams and plates. Terms used include earthquake reduction factor (R) = 5 (based on SNI 1726-2012 section 7.2.2, the structure of the building of the hospital dental and mouth (RSGM) UMS 10 floors, stairs and floor plate thickness of 120 mm, quality concrete (f'c) = 25 MPa, principal reinforcement column and beam D25 and reinforcement sengkang Ø13. The structure down using the Foundation pillar of diameter 30 stake with a depth of 11 meters

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	earthuake, infrastructure, hospitals
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	BAMBANG PURNOMO
Date Deposited:	12 Apr 2018 07:21
Last Modified:	20 Nov 2019 01:41
URI:	http://eprints.ums.ac.id/id/eprint/61926

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