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ITS » Undergraduate Theses » Teknik Sipil Ekstensi S1
Posted by anis at 11/01/2010 16:38:49  •  4110 Views


MODIFIKASI STRUKTUR JEMBATAN GEMBLUNG DENGAN KONSTRUKSI BETON PRATEKAN STATIS TAK TENTU

MODIFIED OF GEMBLUNG BRIDGE STRUCTURE USING STATICALLY INDETERMINATE PRESTRESSED CONCRETE

Author :
Efendi, Didik 




ABSTRAK

Jembatan Gemblung menghubungkan ruas jalan Alternatif dari Kabupaten Trenggalek ke Kabupaten Ponorogo. Konstruksi jembatan yang ada saat ini merupakan jembatan dengan konstruksi rangka baja dengan panjang bentang 60 m ditopang 2 buah kepala jembatan dan lebar jalur lalu lintas adalah 9 m. Dalam Penulisan Tugas Akhir ini saya bermaksud untuk merencanakan kembali struktur Rangka Baja pada jembatan Gemblung menjadi beton Pratekan balok menerus Satis tak tentu dengan analisa komposit antara gelagar beton pratekan dan plat lantai cast in place. Pembebanan dan analisa perhitungannya menurut Peraturan Perencanaan Teknik Jembatan dan Bridge Management Sytem 1992. Metodologi dalam Perencanaan jembatan Gemblung ini antara lain Studi dan pencarian data-data yang diperlukan dilanjutkan dengan Penentuan rencana desain lalu perencanaan dan perhitungan struktur bangunan atas disertai pengontrolan terhadap perhitungan struktur kemudian perhitungan bangunan bawah. Setelah memenuhi persyaratan hasil perhitungan dilakukan penggambaran. dan terakhir penyusunan Laporan Tugas Akhir.


ABSTRACT

Gemblung bridge lays in joint streets that connecting Trenggalek city and Ponorogo city. The existing bridge construction is a bridge with construction of steel frame which unfolds length 60 m sustained 2 of bridge head and traffic bandwith 9 m. In this final project planned again the steel frame of Gemblung bridge becomes prestressed concrete continues beam indefinite static with composite analysis between concrete tiebeam prate and floor plate cast in place. Load and the calculation analysis follows bridge technique planning regulation and bridge management sytem 1992. Methodologies in this Gemblung bridge planning are study and seeking of data required continued with design plan then planning and calculation upper building structures accompanied by controller to calculation structures then calculation lower building. After fulfilling clauses result of calculation done by depiction and last compilation the final project.



KeywordsBeton pratekan ; Statis tak tentu ; Ultimate limit state
 
Subject:  Jembatan ; Beton
Contributor
  1. I GUSTI PUTU RAKA, Ir. Dr. Prof
Date Create: 11/01/2010
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100009036529
Collection ID: 3100009036529
Call Number: RSS 624.2 Efe m


Source
Undergraduate Thesis, DEPARTMENT OF CIVIL ENGINEERING,RSS 624.2 Efe m, 2009

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ITS-Undergraduate-3100009036529-7388.pdf




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