Proposed design of reinforced concrete deck girder bridge at Sitio Kastilaan Brgy. Buenavista General Trias, Cavite Across Panaysayan River / by Steve Simon L. Borasca and Jim Kenneth P. Sosa.

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Indang, Cavite : Cavite State University- Main Campus, 2018.Description: xviii, 224 pages : illustrations ; 28 cmContent type:
  • text
Media type:
  • unmediated
Carrier type:
  • volume
Subject(s): DDC classification:
  • 624.18341 B64 2018
Online resources: Production credits:
  • College of Engineering and Information Technology (CEIT)
Abstract: BORASCA, STEVE SIMON L. and SOSA, JIM KENNETH P. Proposed Design of Reinforced Concrete Deck Girder Bridge at Sitio Kastilaan Brgy. Buenavista General Trias, Cavite Across Panaysayan River. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. June 2018. Adviser: Engr. Marcelino A Dagasdas Jr. The study entitled "Proposed Design of Reinforced Concrete Deck Girder Bridge at Sitio Kastilaan Brgy. Buenavista General Trias, Cavite Across Panaysayan River" was conducted from October 2017 to May 2018 at Cavite State University. The main objective of the study was to design a reinforced concrete deck girder bridge Across Panaysayan River that may provide better transportation of Hugo, Perez and Sitio Kastilaan Brgy. Buenavista in General Trias, Cavite. Specifically, it aimed to conduct design a reinforced concrete deck girder bridge, provide architectural and structural plans and detailed specifications, and provide a detailed cost estimate of the project. Based on the conducted analysis and design, the reinforced concrete deck girder bridge had a span of 40 meters. The width of the pavement was 6.7 meters. The architectural and structural design of bridge elements were determined. Computed dimensions for traffic rail were 0.15 by 0.30 meters while the post were 0.25 by 0.25 by .810 meters respectively. The thickness of the sidewalk was detennined to be 0.20 meters while the slab is 0.3 meters. The exterior and interior girder was detennined to have a dimension of 1.00 m by 2.00 m. the diaphragm had a dimension of 1.335 m by 0.5 m. The footings computed dimension were 12 m by 7.2 m with 7.92 m thickness. The guidelines set by the National Structural Code of the Philippines (NSCP) 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 concrete deck girder bridge was designed by applying the author's knowledge and skills. The estimated total project cost of the suspension bridge was PI 4,841, 142.41.
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Theses / Manuscripts Theses / Manuscripts Ladislao N. Diwa Memorial Library Theses Section Non-fiction 624.18341 B64 2018 (Browse shelf(Opens below)) Link to resource Room use only DP-593 00075131

Design Project (Bachelor of Science in Civil Engineering) Cavite State University.

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

BORASCA, STEVE SIMON L. and SOSA, JIM KENNETH P. Proposed Design of Reinforced Concrete Deck Girder Bridge at Sitio Kastilaan Brgy. Buenavista General Trias, Cavite Across Panaysayan River. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. June 2018. Adviser: Engr. Marcelino A Dagasdas Jr.
The study entitled "Proposed Design of Reinforced Concrete Deck Girder Bridge at Sitio Kastilaan Brgy. Buenavista General Trias, Cavite Across Panaysayan River" was conducted from October 2017 to May 2018 at Cavite State University.
The main objective of the study was to design a reinforced concrete deck girder bridge Across Panaysayan River that may provide better transportation of Hugo, Perez and Sitio Kastilaan Brgy. Buenavista in General Trias, Cavite. Specifically, it aimed to conduct design a reinforced concrete deck girder bridge, provide architectural and structural plans and detailed specifications, and provide a detailed cost estimate of the project.
Based on the conducted analysis and design, the reinforced concrete deck girder bridge had a span of 40 meters. The width of the pavement was 6.7 meters.
The architectural and structural design of bridge elements were determined. Computed dimensions for traffic rail were 0.15 by 0.30 meters while the post were 0.25 by 0.25 by .810 meters respectively. The thickness of the sidewalk was detennined to be
0.20 meters while the slab is 0.3 meters. The exterior and interior girder was detennined to have a dimension of 1.00 m by 2.00 m. the diaphragm had a dimension of 1.335 m by
0.5 m. The footings computed dimension were 12 m by 7.2 m with 7.92 m thickness.
The guidelines set by the National Structural Code of the Philippines (NSCP) 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 concrete deck girder bridge was designed by applying the author's knowledge and skills.
The estimated total project cost of the suspension bridge was PI 4,841, 142.41.

Submitted to the University Library June 2018 DP-593

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