Design of a three-storey dormitory building in Cavite State University / by Joseph P. Feleo and Menandro M. Subiaga.
Material type:![Text](/opac-tmpl/lib/famfamfam/BK.png)
- text
- unmediated
- volume
- 727 F33 2001
- 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 | 727 F33 2001 (Browse shelf(Opens below)) | Link to resource | Room use only | DP-39 | 00005882 |
Design project (B.S. Civil Engineering) Cavite State University
Includes bibliographical references.
College of Engineering and Information Technology (CEIT)
Feleo, Joseph P., Subiaga, Menandro M., Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite. March 2001. DESIGN OF A THREE-STOREY DORMITORY BUILDING IN CAVITE STATE UNIVERSITY. Adviser: Engr. Cene Bago. STAAD - III Linear Analysis Method was applied for the structural analysis of the project. The ability of STAAD III to analyze structures was entirely based on the stiffness method within the elastic limit of the material. The scope of the design project was limited to provide a reinforced concrete design of a three-storey dormitory building using the Ultimate Stress Design(USD). The structures were analyzed using the design load combination case #3(Dead Load + Live Load + Seismic Load). All the structural members are of reinforced concrete design following the ACI Code for the analysis, design, and checking of the structural members for linear. The main objective of the study is to provide structural design and analysis of a three-storey dormitory building that will serve as a reference for the Administration and Physical Planning Services for the future construction of the design project.
The study revealed that when larger moments and axial loads occur at a certain structure, larger section is required. Reinforcements must be designed in accordance with the moment and axial load that they resist. Critical sections are found in the inner part of the building wherein large shear, moment, and axial load occur.
Submitted to the University Library 05/18/2007 DP-39