Cost analysis of reinforced concrete and structural steel for framing system of building / by Sheila Anne A. Dagasdas and Regina T. Jusayan.

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Indang, Cavite, 2006. Cavite State University- Main Campus,Description: xix, 206 pages illustrations ; 28 cmContent type:
  • text
Media type:
  • unmediated
Carrier type:
  • volume
Subject(s): DDC classification:
  • 624.153  D13 2006
Online resources: Production credits:
  • College of Engineering and Information Technology (CEIT), Department of Civil Engineering
Abstract: DAGASDAS, SHEILA ANNE A. and REGINA T. JUSAYAN. Cost Analysis of Reinforced Concrete and Structural Steel for Framing System of Buildings. Undergraduate Design Project. Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite. April 2006. Adviser: Engr. Marcelino A. Dagasdas, Jr. The cost analysis of reinforced concrete and structural steel for framing system of buildings was conducted at Dagasdas Residence, Indang, Cavite, from September 2005 to January 2006. The structural analysis of both reinforced concrete and structural for framing system of buildings was made through the aid of Structural Aided Analysis and Design III (STAAD III). This software basically perform analysis which includes computing structural members, obtaining quantity takeoff, selection of economical section and checking stability of structures. The objectives of the study were (1) to conduct structural analysis both reinforced concrete and steel as primary material for framing system of buildings; (2) determine which is more economical between reinforced concrete and structural steel r different level of building; (3) enhance the knowledge in analysis of building structure with computer application using structural engineering software; (4) provide reference for the university for their future project and (5) provide a scale model of e study. The study was only limited to both reinforced concrete and structural steel analysis of 2,6 and 10 storey building as well as the estimated cost of the building in different floor level. All other specifications were the same for both framing system. A scale model, which shows the advantages and disadvantages of concrete and steel, was provided. In addition, technical specification, which conform to the by-laws of the National Structural Code of the Philippines (NSCP 2001) and the National Building Code were adapted.
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Design Project (BS Civil Engineering) Cavite State University.

Includes bibliographical references.

College of Engineering and Information Technology (CEIT), Department of Civil Engineering

DAGASDAS, SHEILA ANNE A. and REGINA T. JUSAYAN. Cost Analysis of Reinforced Concrete and Structural Steel for Framing System of Buildings. Undergraduate Design Project. Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite. April 2006. Adviser: Engr. Marcelino A. Dagasdas, Jr.
The cost analysis of reinforced concrete and structural steel for framing system of buildings was conducted at Dagasdas Residence, Indang, Cavite, from September 2005 to January 2006. The structural analysis of both reinforced concrete and structural for framing system of buildings was made through the aid of Structural Aided Analysis and Design III (STAAD III). This software basically perform analysis which includes computing structural members, obtaining quantity takeoff, selection of economical section and checking stability of structures. The objectives of the study were (1) to conduct structural analysis both reinforced concrete and steel as primary material for framing system of buildings; (2) determine which is more economical between reinforced concrete and structural steel r different level of building; (3) enhance the knowledge in analysis of building structure with computer application using structural engineering software; (4) provide reference for the university for their future project and (5) provide a scale model of e study. The study was only limited to both reinforced concrete and structural steel analysis of 2,6 and 10 storey building as well as the estimated cost of the building in different floor level. All other specifications were the same for both framing system. A scale model, which shows the advantages and disadvantages of concrete and steel, was provided. In addition, technical specification, which conform to the by-laws of the National Structural Code of the Philippines (NSCP 2001) and the National Building Code were adapted.

05/29/2006 DP-197 Submitted to the University Library

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