Proposed design of a reinforced concrete arch bridge connecting Bancod and Mataas na Lupa across Jordan River in Indang, Cavite / by Jessica Mae D. Baclagan and Bryan M. Terrible.
Material type:
TextLanguage: English Publication details: Indang, Cavite : 2017. Cavite State University- Main Campus,Description: xxiii, 481 pages : illustrations ; 28 cmContent type: - text
- unmediated
- volume
- 624.18341 V66 2017
- College of Engineering and Information Technology (CEIT)
| Item type | Current library | Collection | Call number | Materials specified | URL | Status | Notes | Date due | Barcode |
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Ladislao N. Diwa Memorial Library Theses Section | Non-fiction | 624.18341 V66 2017 (Browse shelf(Opens below)) | Link to resource | Room use only | DP-573 | 00011577 |
Design Project (Bachelor of Science in Civil Engineering) Cavite State University
Includes bibliographical references.
College of Engineering and Information Technology (CEIT)
BACLAGAN, JESSICA MAE D. and TERRIBLE, JOZEL BRYAN M. Proposed Design of a Reinforced Concrete Arch Bridge Connecting Bancod and Mataas na Lupa Across Jordan River in Indang, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. May 2017. Adviser: Engr. Larry I. Rocela.
The study entitled “Proposed Design of a Reinforced Concrete Arch Bridge Connecting Baneod and Mataas na I.upa Across Jordan River in Indang. Cavite” was conducted from September 2016 to April 2017 at Cavite State University.
The main objective of the study was to design a reinforced concrete arch bridge across Jordan River that may provide better transportation in the near barangays of Bancod and Mataas na Lupa in Indang, Cavite. Specifically. It aimed to conduct design a reinforced concrete arch bridge, provide architectural and structural plans and detailed specifications, provide a detailed cost estimate of the project, and provide a tarpaulin.
Based on the conducted analysis and design, the reinforced arch bridge had a span of 200 meters with 160 meters clear span of the arch. The width of the pavement was 14.6 meters.
The architectural and structural design of bridge elements were determined. Computed dimensions for pedestrian and traffic rail were 0.15 by 0.30 meters while the post for both were 0.25 by 0.25 by 1.00 meters and 0.25 by 0.25 by 1.20 meters
respectively. ‘The thickness of the sidewalk was determined to be 0.20 meters while the slab is 0.35 meters. The exterior and interior girder was determined to have a dimension of 1.00 m by 1.50 m. the diaphragm had a dimension of 0.3 m by 0.6 m. Pier coping had a dimension equal to 2.0 m by 2.0 m. The pier column had 2.0 m by 2.0 m dimension while the spandrel column's dimension was 2.0 m by 3.0 m. the arch rib had a dimension equal to 3.0 m by 5.0 m. The pier footings computed dimension were 10.50 m by 10.50 m with 1.25 m thickness.
The Engineering Software STAAD (Structural Aided Analysis and Design) was used in the analysis of the arch. The guidelines set by the National Structural Code of the Philippines (NSCP) and American Concrete Institute (ACI) were followed in the design computation. The maximum moment, shear and axial loads were the basis for the design.
All needed specifications were followed in the design process. Detailed analysis of the design was proven safe and economical after the manual computation of the design. The reinforced arch bridge was designed by applying the author's knowledge and skills. The estimated total project cost of the suspension bridge was P185,424.076.59.
Submitted copy to the University Library. 11/21/2017 DP-573