Aure, Celwyn S.

Proposed reinforced concrete design of the center for performing arts building at Cavite State University, Don Severino delas Alas Campus, Indang, Ca / by Celwyn S. Aure and Myer Riz A. Crizaldo. - Indang, Cavite : Cavite State University - Main Campus, 2004. - xx, 298 pages : illustrations ; 28 cm.

Design Project (BS Civil Engineering) Cavite State University.

Includes bibliographical references.

College of Engineering and Information Technology (CEIT) College of Engineering and Information Technology (CEIT)

AURE, CELWYN S., CRIZALDO, MYER RIZ A. and FRANCES
GRACE E. POLINGA, Proposed Reinforced Concrete Design of the Center for Performing Arts Building at Cavite State University — Don Severino de las Alas Campus, Indang, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. April 2004. Adviser: Engr. Renato B. Cubilla.
The proposed reinforced concrete design of the Center for Performing Arts Building at Cavite State University — Don Severino de las Alas Campus was conducted at the Cavite State University Main Campus from July 2003 to April 2004. It was evaluated in February 2004 at the Audio Visual Room, Department of Civil Engineering, College of Engineering and Information Technology.
The design of structural members was based on the Structural Aid Analysis and Design (STAAD Ill) output, the specifications set by the National Structural Code of the Philippines (NSCP), American Concrete Institute (ACI) Code and the Codes and Specifications for Ultimate Stress Design.
The authors enhanced, developed and applied the skills and knowledge in various aspects of structural design and analysis.The general objective of the proposed project was to develop and design a Center for Performing Arts Building at the Cavite State University Don Severino de las Alas Campus. The detailed architectural plans were provided by Architect Jun Bayot from the Physical Planning Services unit of the university. Structural plans were based from the result of actual computation in which all structural members were checked for strength, stability and economy. The standard specifications for the entire proposed project were based on the requirements as specified in the scope of works and other existing codes in the Philippines. The cost estimates were computed based on the architectural and structural plans and the required scope of works. The material costs were based on the present price in the local market.



Civil engineering
Concrete

624.17 / Au6 2004