Analysis and design of a cable stayed bridge / by Aisa P. Anciano and Sharon May V. Guerrero.

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Indang, Cavite, 2006. Cavite State University - Main CampusDescription: xvi, 167 pages : 28 cm. illustrationsContent type:
  • text
Media type:
  • unmediated
Carrier type:
  • volume
Subject(s): DDC classification:
  • 624.28  An2 2006
Online resources: Production credits:
  • College of Engineering and Information Technology (CEIT)
Abstract: ANCIANO, AISA P. and SHARON MAY V. GUERRERO. Analysis and Design of Cable-Stayed Bridge. Undergraduate Design Proiect. Bachelor of Science Civil Engineering, Cavite State University, Indang, Cavite. April 2005. Adviser: Engr. Marcelino Dagasdas Jr. The design project was conducted at Trece Martirez City and Cavite State University's dormitory from September 2005 to March 2006 and was presented on February 22, 2006, under the supervision of Engr. Marcelino Dagasdas Jr. at the college of Information Technology Building, Cavite State University. The project aimed to enhance the ideas and knowledge of the authors in analyzing and designing a cable-stayed bridge. Specifically, it aimed to: Provide analysis and computation of a structural system, structural plan and architectural plan of a cable-stayed bridge; create a scaled- model and determine the cost estimate of the project. Structural system of the cable- stayed bridge has three main components; the steel box girder with the bridge deck, the cable system (supporting the steel box girder) and the tower or pylon (supporting the cable system). The study was analyzed using Structural Aid analysis and Design (STAAD). The analysis and design was conducted using two types of analytic models; the whole bridge in plane model and the tower in a plane model. Architectural and structural plans, structural design, method of construction and implementation, detailed cost estimate and scaled model of the bridge were provided in the project. The four lane cable-stayed bridge has a span of 300 in, and was designed to carry a maximum load of 20-ton trucks. It has 116 stay cables, that support the superstructure and 100 m tower's height (55 m from the bridge deck and 35 m below up to the water level), that supports the cable system. Design guidelines and specification used were National Structural Code of the Philippines (NSCP) Steel handbook, American Association of Structural Association of State Highway and Transportation Officials (AASHTO), Japan Road Association (JRA) Specification for highway bridges, were carefully studied to arrive at an effective and efficient design.
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Item type Current library Collection Call number Materials specified Status Notes Date due Barcode
Theses / Manuscripts Theses / Manuscripts Ladislao N. Diwa Memorial Library Theses Section Non-fiction 624.28 An2 2006 (Browse shelf(Opens below)) Room use only DP-210 00001281

Design Project (BS Civil Engineering) Cavite State University.

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

ANCIANO, AISA P. and SHARON MAY V. GUERRERO. Analysis and Design of Cable-Stayed Bridge. Undergraduate Design Proiect. Bachelor of Science Civil Engineering, Cavite State University, Indang, Cavite. April 2005. Adviser: Engr. Marcelino Dagasdas Jr.
The design project was conducted at Trece Martirez City and Cavite State University's dormitory from September 2005 to March 2006 and was presented on February 22, 2006, under the supervision of Engr. Marcelino Dagasdas Jr. at the college of Information Technology Building, Cavite State University. The project aimed to enhance the ideas and knowledge of the authors in analyzing and designing a cable-stayed bridge. Specifically, it aimed to: Provide analysis and computation of a structural system, structural plan and architectural plan of a cable-stayed bridge; create a scaled- model and determine the cost estimate of the project. Structural system of the cable- stayed bridge has three main components; the steel box girder with the bridge deck, the cable system (supporting the steel box girder) and the tower or pylon (supporting the cable system). The study was analyzed using Structural Aid analysis and Design (STAAD). The analysis and design was conducted using two types of analytic models; the whole bridge in plane model and the tower in a plane model. Architectural and structural plans, structural design, method of construction and implementation, detailed cost estimate and scaled model of the bridge were provided in the project. The four lane cable-stayed bridge has a span of 300 in, and was designed to carry a maximum load of 20-ton trucks. It has 116 stay cables, that support the superstructure and 100 m tower's height (55 m from the bridge deck and 35 m below up to the water level), that supports the cable system. Design guidelines and specification used were National Structural Code of the Philippines (NSCP) Steel handbook, American Association of Structural Association of State Highway and Transportation Officials (AASHTO), Japan Road Association (JRA) Specification for highway bridges, were carefully studied to arrive at an effective and efficient design.

06/16/2006 DP-210 Submitted to the University Library

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