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ITS » Undergraduate Theses » Teknik Sipil
Posted by system at 25/05/2010 10:06:38  •  1178 Views


PERENCANAAN ULANG STRUKTUR JEMBATAN MERR II-C DENGAN MENGGUNAKAN BALOK MENERUS (STATIS TAK TENTU)

REDESIGN MERR II-C BRIDGE STRUCTURE USING CONTINOUS BEAM (UNCERTAIN STATIC)

Created by :
SYAIFUDDIN, ABDUL AZIZ  ( 3107100525 )



SubjectJembatan
Alt. Subject Bridges
KeywordJembatan
Statis Taktentu
Balok Pratekan
MERR II-C

Description:

Jembatan merupakan suatu bagian dari jalan raya yang berfungsi untuk menghubungkan jalan yang terputus karena adanya rintangan seperti sungai, danau, lembah, jurang, dan lain sebagainya. Dengan melihat fungsi sarana transportasi yang cukup besar dan vital bagi kehidupan khususnya untuk menunjang arus transportasi di daerah Surabaya. Maka dibangun Jembatan MERR II-C sebagai pendukung dibangunya Jalan Middle East Ring Road II-C (MERR II C). Jembatan MERR II-C dibangun dengan menggunakan Balok Pratekan I (Statis tertentu) dengan bentang 35 35- 25 22 m, yang mana Pilar jembatan berad pada tengah bentang dan mengganggu aliran air pada Sungai. Jembatan tersebut direncanakan Ulang dengan menggunakan Balok Pratekan menerus (Statis Tak Tentu) dengan bentang 37 46 37 m, dengan harapan mendapatkan jumlah momen yang sama besarnya pada daerah lapangan. Sehinga besar eksentrisitas tendon pada lapangan hampir sama. Untuk perencanaan jembatan dengan menggunakan balok pratekan menerus sebaiknya menggunakan dimensi balok nonsimetris, agar besar eksentritas tendon antara lapangan dan tumpuan hampir sama. Sehingga lebih efisien


Alt. Description

Bridge is the part of roadway it use to connect broken streets of rivers, lakes, valleys, creavasse, etc. Because of the big and vital function of transportation especially to supports transportation in Surabaya, so MERR II-C bridge was build to supports Middle East Ring Road ( MERR II-C). MERR II-C bridge was build using prestress beam I (uncertain static) with 35 35 25 22 m of length. Which it`s pilar is in the middle of the length disturbing the river flow. The redesign of this bridge is using continous prestress beam (uncertain static) with 37 46 37 m of length. So the same amount of moment wil be got, and then strand exentricity will be at the same amount. To plan a bridge with continous prestress beam we should use the nonsymmetric beam dimension, so the total of strand exentricity between length center and edge will be same and more efficient.

Contributor:
  1. Prof. Dr. Ir. I Gusti Putu Raka
  2. Tavio, ST. MT. PhD
Date Create:08/02/2010
Type:Text
Format:pdf
Language:Indonesian
Identifier:ITS-Undergraduate-3100010038420
Collection ID:3100010038420
Call Number:RSS 624.2 Sya p


Source :
Undergraduate Thesis, Civil Engineering, RSS 624.2 Sya p, 2010

Coverage :
ITS Community

Rights :
Copyright @2010 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library


Publication URL :
http://digilib.its.ac.id/perencanaan-ulang-struktur-jembatan-merr-iicdengan-menggunakan-balok-menerus-statis-tak-tentu-10228.html




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  2.  ITS-Undergraduate-10228-Approval_Sheet.pdf - 16 KB
  3.  ITS-Undergraduate-10228-Abstract_id.pdf - 14 KB
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  5.  ITS-Undergraduate-10228-Biography.pdf - 26 KB
  6.  ITS-Undergraduate-10228-Chapter1.pdf - 13 KB
  7.  ITS-Undergraduate-10228-Presentation.pdf - 1584 KB

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  1. ITS-Undergraduate-10228-Chapter2.pdf - 82 KB
  2. ITS-Undergraduate-10228-Chapter3.pdf - 57 KB
  3. ITS-Undergraduate-10228-Chapter4.pdf - 126 KB
  4. ITS-Undergraduate-10228-Chapter5.pdf - 201 KB
  5. ITS-Undergraduate-10228-Chapter6.pdf - 553 KB
  6. ITS-Undergraduate-10228-Chapter7.pdf - 411 KB
  7. ITS-Undergraduate-10228-Chapter8.pdf - 10 KB



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