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Retrofitting and widening of reinforced concrete deck girder of Panaysayan Bridge at Barangay Hugo Perez, Trece Martires City, Cavite / by Joie Emerence G. Manimtim and Ivy Joy E. Panganiban.

By:

Manimtim, Joie Emerence G [author]

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Indang, Cavite : 2015. Cavite State University- Main Campus,Description: xvii, 271 pages : 28 cm. illustrationsContent type:

text

Media type:

unmediated

Carrier type:

volume

Subject(s):

DDC classification:

620.0042 M31 2015

Online resources:

Click here to view thesis abstract and table of contents

Production credits:

College of Engineering and Information Technology (CEIT)

Abstract: MANIMTIM, JOIE EMERENCE G. and PANGANIBAN, IVY JOY E. Retrofitting and Widening of Reinforced Concrete Deck Girder of Panaysayan Bridge at Barangay Hugo Perez, Trece Martirez City, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. April 2015. Adviser: Engr. Marcelino A. Dagasdas Jr. The study generally aimed to prepare a design of Reinforced Concrete Deck Girder Bridge in accordance to current load capacity and to widen the existing bridge that is essential to the design of safe and economical bridge. The bridge design aimed to enhance the knowledge of the researchers in designing reinforced concrete deck girder bridge. The design project included architectural drawings, detailed structural plans and total estimated cost. Manual computation was performed to analyze the whole structure. Only one lane of the bridge was used in the analysis of the bridge widening. A 5 Axle Truck Semi Trailer with 426.74 kN gross vehicle weight type of loading was used as live load. The total bridge length was 55.63 meters and divided into multiple spans. The first span has a length of 24.35 meters and the second span has a length of 31.28 meters. The column was located between the two spans. External post-tensioning was discussed and used as a method of retrofitting the existing bridge structure. About fifty percent of the existing bridge capacity was added through the method of external post-tensioning. Cost estimate for retrofitting was not included in the study.

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Holdings ( 1 )
Title notes ( 5 )

Holdings
Item type	Current library	Collection	Call number	Materials specified	URL	Status	Notes	Date due	Barcode
Theses / Manuscripts	Ladislao N. Diwa Memorial Library Theses Section	Non-fiction	620.0042 M31 2015 (Browse shelf(Opens below))		Link to resource	Room use only	DP-436		00010762

Design Project (BS Civil Engineering) Cavite State University

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

MANIMTIM, JOIE EMERENCE G. and PANGANIBAN, IVY JOY E. Retrofitting and Widening of Reinforced Concrete Deck Girder of Panaysayan Bridge at Barangay Hugo Perez, Trece Martirez City, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. April 2015. Adviser: Engr. Marcelino A. Dagasdas Jr.
The study generally aimed to prepare a design of Reinforced Concrete Deck Girder Bridge in accordance to current load capacity and to widen the existing bridge that is essential to the design of safe and economical bridge.
The bridge design aimed to enhance the knowledge of the researchers in designing reinforced concrete deck girder bridge. The design project included architectural drawings, detailed structural plans and total estimated cost. Manual computation was performed to analyze the whole structure. Only one lane of the bridge was used in the analysis of the bridge widening. A 5 Axle Truck Semi Trailer with 426.74 kN gross vehicle weight type of loading was used as live load. The total bridge length was 55.63 meters and divided into multiple spans. The first span has a length of
24.35 meters and the second span has a length of 31.28 meters. The column was located between the two spans.
External post-tensioning was discussed and used as a method of retrofitting the existing bridge structure. About fifty percent of the existing bridge capacity was added through the method of external post-tensioning. Cost estimate for retrofitting was not included in the study.

Submitted copy to the University Library. 02/14/2017 DP-436