STRUCTURAL PLANNING OF CONCRETE BRIDGE PRATEGANG T-GIRDER STA 17+200 GONDANGLEGI 2 ON TOLL ROAD CONSTRUCTION KEDIRI-KERTOSONO

Edo Dinata Rafid, Edo (2021) STRUCTURAL PLANNING OF CONCRETE BRIDGE PRATEGANG T-GIRDER STA 17+200 GONDANGLEGI 2 ON TOLL ROAD CONSTRUCTION KEDIRI-KERTOSONO. Other thesis, Universitas Darul Ulum.

[img] Text (Abstrac)
S1-2021-162322201053-Abstrac.pdf - Submitted Version
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (49kB)
[img] Text (Bab 1 Introduction)
S1-2021-162322201053-BAB 1 Introduction.pdf - Submitted Version
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (159kB)
[img] Text (Bibliography)
S1-2021-162322201053-Reference.pdf - Submitted Version
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (124kB)
[img] Text (Full Report)
S1-2021-162322201053-Full Report.pdf - Submitted Version
Restricted to Repository staff only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (2MB) | Request a copy

Abstract

ABSTRACT

EDO DINATA RAFID, 162322201053
The Kediri - Kertosono Toll Road construction project with a length of 20.30 km is one part of the Trans Java Toll Road project which is very useful in increasing the capacity of transportation services especially in Nganjuk Districts and Kertosono City.
At STA 17+200 there is a bridge that crosses the river with a total length of 40 m. The width of this bridge is 25,6 m consisting of 4 2-way lanes with a vehicle floor width of 3,6 m each lane and a side lane width 3,2 m with paraped as a protection for driver.
The existing condition of the bridge is planned to use PC-I girders. In the middle span with a length 40 m it is planned to use a prestressed T-Girder girder as many as 16 girders. T-Girder prestressed girds are arranged segmentally with a length of 4 m each segment and a total of 10 segments.
Loss of prestressing force that occurs in T-Girder prestressing bridges is 23,43%. Prestressed tendon required of each girder are 3 tendons with a total of 28 strands each tendon and 84 strands in overall. The requirement for non-prestressed reinforcement in profile is 30D16 for main reinforcement and D12-200 for stirrup. The largest deflection in the middle span is obtained 11 mm upward direction while the allowable deflection is 50 mm downward direction so it is mean still in safe condition.

Keywords: T-Girder, Bridge, Prestressed Concrete

Item Type: Thesis (Other)
Uncontrolled Keywords: PAD, Classification of regional taxes and levies, Potencial regional taxes and levies, OLS ( Ordinary Least Square )
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
University Structure > Fakultas Teknik > Teknik Sipil
University Structure > Fakultas Teknik > Teknik Sipil
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Edo Dinata Rafid
Date Deposited: 14 Oct 2021 05:25
Last Modified: 14 Oct 2021 05:25
URI: http://repository.undar.ac.id/id/eprint/1550

Actions (login required)

View Item View Item