Perencanaan Struktur Jembatan Beton Bertulang Tipe Gelagar Di Kalicemoro

Pamungkas, Fajar and , Basuki, S.T, M.T. (2017) Perencanaan Struktur Jembatan Beton Bertulang Tipe Gelagar Di Kalicemoro. Diploma thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Design the bridge have a purrpose how to know calculation cunstroctio the bridge structure reinforeced concrete beam type oon Solo-Purwodadi rute. More over, a rules design to used like loaded rules with RSNI-T-02-2005 and technical Bridge Management System (BMS) 1992, concrete design structure with RSNI-T-12-2004. In tenacity earthquake desighn with SNI 2833:2008. Calculating analisys structure with some help from SAP 2000. AutoCAD 2007 used to draw the modeling structure and MicroSoft Exel 2010 used to mathematical calculating. Its a result : 1. Design of Sidewalk D16-120 (main reinforced) D16-125 (devide reinforced). Design pole support 2D12 (elastic reinforced) D8-50 (shear reinforced). Design of bridge floor plate D16-200 (main reinforced) D16-150 (devide reinforced). 2. Design of main beam 12D25 (reinforced positive momen) 4D25 (reinforced negative momen) and D8-300 (shear reinforced). Design of diafragma beam 3D22 (reinforced positive momen) 3D22 (reinforced negative momen) andD10-150 (shear reinforced). 3. Abutment is a part of bottom structure with some piece is top Backwall D16-150 (main reinforced) D16-250 (devide reinforced), bottom BackWall D16-100 (main reinforced) D16-150 (devide reinforced). Corbel D16-150 (main reinforced) D16-150 (devide reinforced). BreastWall D32-100 (main reinforced) D32-100 (devide reinforced) D13-300 (shear reinforced X/Y), Wingwall D20-100 (main vertical reinforced) D12-150 (devide vertical reinforced) D13-300 (shear reinforced), D13-200 (main horisontal reinforced) D12-250 (devide horisontal reinforced) D13-200 (shear reinforced). Pilecap D25-80 (main reinforced) D25-100 (devide reinforced) D16-400 (shear reinforced), Borepile 14D22 (elastic reinforced) 2 Ø12-150 (shear reinforced). 4. Pier is a part of bottom structure with some piece is PierHead D25-100 (elastic reinforced) 4D13-80 (shear reinforced) ColumnPier/PierWall 2D32-100 (main reinforced) 2D32-100 (devide reiinforced) D16-300 (shear reinforced X/Y) D13-200 (shear reinforced), PileCap D30-100 (main reinforced) D30-120 (devide reinforced) D16-400 (shear reinforced X/Y), Borepile 14D22 (elastic reinforced) 2 D12-150 (shear reinforced). Keywords : bridge structuer, kalicemoro, top structure, bottom structure, abutment

Item Type:	Karya ilmiah (Diploma)
Uncontrolled Keywords:	bridge structuer, kalicemoro, top structure, bottom structure, abutment
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TG Bridge engineering T Technology > TH Building construction
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	FAJAR PAMUNGKAS
Date Deposited:	16 Oct 2017 03:12
Last Modified:	16 Oct 2017 03:12
URI:	http://eprints.ums.ac.id/id/eprint/55904

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