Perencanaan Struktur Gedung Apartement 4 Lantai dan 1 Basement dengan Sistem Rangka Pemikul Momen Biasa (SRPMB) di Daerah Wonogiri

Junara, Mahfud and , Ir. Abdul Rochman, M.T (2018) Perencanaan Struktur Gedung Apartement 4 Lantai dan 1 Basement dengan Sistem Rangka Pemikul Momen Biasa (SRPMB) di Daerah Wonogiri. Diploma thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Wonogiri regency is a developing region with improvements in infrastructure, business and tourism as a whole to meet the demands of development in Indonesia so as to make residential needs increase. In addition, Wonogiri it self became one of the development of small and large scale industries. The development of property business in Wonogiri is currently attracting many enthusiasts from several regions around and outside the city. This makes the opportunity that can provide benefits for the government and investors who invest in one of the shares of the apartment. This apartement planning refers to the latest regulation (SNI) that has been issued by the government, namely SNI 1726-2012 (Procedures for Planning of Earthquake Resilience for Building Structure and Non Building) and SNI 2847-2013 (Structural Concrete Requirements for Buildings). Apartment planning includes roof structures of steel frames, beams, columns, roof plates, floor plates, foundations and sloof. Location of Apartment building located in Wonogiri with classification of land site including category SC (hard ground), earthquake resistant building with response modification factor (R) of 3, Ie building priority factor with value 1.0. The quality of concrete used is f’ c 25 MPa, and longitudinal reinforcement fy = 350 MPa and shear reel (begel) fyt = 300 MPa. In this plan use SAP2000 program support for calculation of structure analysis and program of AutoCad for description of building structure. The planning results show that for steel frame roof using BJ37, roof plate with 10 cm thick and floor plate with 12 cm thick, 350/650 mm main beam and 250/400 mm children beam. For columns with dimensions of 700/700 mm. For the bottom structure using the foundation of 9 m piles with soil bearing capacity of 250 kPa.

Item Type: Karya ilmiah (Diploma)
Uncontrolled Keywords: planning, regular moment bearer frame system, building structure, SAP 2000.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: MAHFUD JUNARA
Date Deposited: 13 Jan 2018 04:11
Last Modified: 13 Jan 2018 04:11
URI: http://eprints.ums.ac.id/id/eprint/58108

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