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ITS » Paper and Presentation » Teknik Sipil Ekstensi S1 Posted by taujack@its.ac.id at 13/12/2012 11:11:00 • 1667 Views
MODIFIKASI PERENCANAAN JEMBATAN MALANGSARI DENGAN KONSTRUKSI RANGKA BAJA BUSUR TERTUTUP
MODIFICATION OF PLANING BRIDGE MALANGSARI WITH STEEL CONSTRUCTION CLOSED BOW
Author : ARDIANSYAH, YOSI ( 3105109517 )
ABSTRAK
Jembatan Malangsari berada diruas Kendeng Lembu batas jember STA 200 900 Glenmore kabupaten Banyuwangi. Jembatan ini dibangun sebagai prasarana transportasi untuk jalan lintas selatan Jawa Timur. Bangunan existing pada jembatan ini adalah struktur utama dipakai balok pratekan dan beton bertulang sepanjang 100 m yang dibagi 3 bentang yaitu 25 m 50 m dan 25 m dengan lebar lantai kendaraan 11 m. Pada Tugas Akhir ini bangunan jembatan diatas dimodifikasi dan direncanakan dengan menggunakan struktur rangka baja busur dengan rangka tertutup. Secara umum perencanaan jembatan ini menggunakan Bridge Management System BMS 1992 sebagai acuan pembebanan. Pembebanan yang diterapkan mengacu kepada beban beban beban perpindahan dan pengaruh lainnya yang
timbul pada suatu jembatan berdasarkan peraturan yang ada dalam bridge management system. Pada perencanaan pendimensian balok akan dilakukan terlebih dahulu preelementary kemudian setelah itu mengontrol tegangan yang terjadi akibat beban sendiri. Secara umum kontrol konstruksi baja dipakai acuan LRFD.
ABSTRACT
The bridge at Kendeng Malangsari muddy limit Jember on STA 200 900 Glenmore Banyuwangi regency. The bridge was built as an infrastructure of transportation to cross the road south of EastJava. Existing buildings on this bridge is the main structure used prestressed and reinforced concrete beams along the 100 m which is divided into 3 spans of 25 m 50 m and 25 m with a width of 11 m. The vehicle floor In this final project of building a bridge over the modified and planned to use a steel frame structure with a framework of a closed arc. In general planning of this bridge using the Bridge Management System BMS 1992 as the reference loading. Application of load refers to load - load load displacement and other effects that
arise on a bridge under the existing regulations in the bridge management system. On the Dimensioning of planning will be done first beam preelementary then after that control the stress caused by his own expense. In general controls used reference LRFD steel construction.
Keywords:
jembatan; rangka baja busur
Subject
: Jembatan
Contributor
Data Iranata, ST. Mt. PhD
Date Create
: 13/12/2012
Type
: Text
Format
: pdf
Language
: Indonesian
Identifier
: ITS-paper-31021120001079
Collection ID
: 31021120001079
Call Number
: RSS 624.22 Ard m
Source Paper dan Presentation of Civil Engineering, RSS 624.22 Ard m, 2012
Coverage ITS Community
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