Planning Of Eight Floors Parking Structure With Intermediate Moment Resisting Frame (IMRF) In Surakarta

Sutrisno, Asso' Adhi and , Budi Setiawan, S.T., M.T. (2019) Planning Of Eight Floors Parking Structure With Intermediate Moment Resisting Frame (IMRF) In Surakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Congestion is a situation or circumstance stagnated or even interruption of traffic caused by the large number of vehicles exceeding the capacity of the road. Congestion happens in the big cities, belongs to Surakarta, which is one of the big city in Java, especially in Beteng area as a trading center. There are many vehicles in the parking lot that were not sufficient, so the parking lot is diverted on the street. It becomes a problem when the Batara Kresna Train passes. So, to return the road to its function in the Beteng area planned building parking eight floors with Intermediate Moment Resisting Frame (IMRF) method. There are some things that should be considered in planning a building structure including quality aspects, architectural, economic and safety. The planning parking building refers to the Technical guidelines for organizing parking facilities (DRJD 1996), Indonesian regulatory standards (SNI), is in SNI-2847:2013 (Requirements for Structural Concrete Building) and SNI-1726:2002 (Earthquake Resilience Planning Procedures for Building Structures and Non-Building). The building plan includes the main structure (beam, column, and base structure), roof structure and slabs structure (roof slab, floor slab, base slab and stair). The land sites including category classification SD (soil medium), then the SDS values obtained are 0,602g and SD1 obtained are 0,372g, response modification factor (R) 5, the method of analysis earthquake load using static equivalent. Quality of the concrete used fc' 30 MPa, the quality of plain reinforcement fy 240 MPa and threaded reinforcement fy 400 MPa. The thickness of slab is 15 cm form 1st floor until 7th floor, 12 cm for roof, and 20 cm for base floor. Initial structure dimensional of beam and ramp beam is 600/300 mm and initial dimension of joist beam is 500/250 mm. While for initial dimension of column are 700/700 mm. The planned base structure wearing pile foundation with depth of pile are 9 m.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	building planning, intermediate moment resisting frame, parking structure
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	ASSO' ADHI SUTRISNO
Date Deposited:	25 May 2019 07:55
Last Modified:	25 May 2019 07:55
URI:	http://eprints.ums.ac.id/id/eprint/73748

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