Normal view MARC view ISBD view

Design of a three-storey dormitory building in Cavite State University / by Joseph P. Feleo and Menandro M. Subiaga.

By:

Feleo, Joseph P [author]

Contributor(s):

Subiaga, Menandro M [author]

Material type: Text

TextLanguage: English Publication details: Indang, Cavite : 2001. Cavite State University- Main Campus,Description: x, 361 pages : illustrations ; 28 cmContent type:

text

Media type:

unmediated

Carrier type:

volume

Subject(s):

Bachelor of Science in Civil Engineering

DDC classification:

727 F33 2001

Online resources:

Click here to view thesis abstract and table of contents

Production credits:

College of Engineering and Information Technology (CEIT)

Abstract: 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.

Average rating: 0.0 (0 votes)

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	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