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Structural design of four-storey administration building and two-way zip-line for the proposed amusement park in Cavite / by Patrick Jerald L. Camilon and Clarise M. Canoso.

By:

Camilon, Patrick Jerald L [author]

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Indang, Cavite : 2014. Cavite State University- Main Campus,Description: xxiv,375 pages : 28 cm. illustrationsContent type:

text

Media type:

unmediated

Carrier type:

volume

Subject(s):

DDC classification:

624.16 C14 2014

Online resources:

Click here to view thesis abstract and table of contents

Production credits:

College of Engineering and Information Technology (CEIT)

Abstract: CAMILON, PATRICK JERALD L. and CANOSO, CLARISE M., Structural Design of Four-Storey Administration Building and Two-way Zip-line for the Proposed Amusement Park in Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. April 2014. Adviser: Engr. Renato B. Cubilla. The structural design of this Four-storey Administration Building and Two-way Zip-line was conducted from June 2013 to February 2014 at Cavite State University. The objective of the study was to provide structural design of the said structures which are part of the proposed development lay-out of the Amusement Park located at the third island of the reclamation project in Bacoor, Cavite. The study also includes architectural plan, electrical and plumbing lay-out, and detailed cost estimate and specifications of the four-storey administration building; and architectural plan, and detailed cost estimate and specifications of the two-way zip-line. The estimated total project cost of the four-storey administration building was PIT 10,764,471.19 while for the two-way zip-line was PhP 7,050,292.20. The Engineering Software STAAD (Structural Aided Analysis and Design) was used in the analysis of structural framework. The guidelines set by the National Structural Code of the Philippines (NSCP) were followed in the design computation. The maximum moment, shear and axial loads were the basis for the design. All specification needed were followed in the design process. Detailed analysis of the design was proven safe and economical after the manual computation of the design.

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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	624.16 C14 2014 (Browse shelf(Opens below))		Link to resource	Room use only	DP-392		00008735

Design Project (BS Civil Engineering) Cavite State University

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

CAMILON, PATRICK JERALD L. and CANOSO, CLARISE M., Structural Design of Four-Storey Administration Building and Two-way Zip-line for the Proposed Amusement Park in Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University. Indang, Cavite. April 2014. Adviser: Engr. Renato B. Cubilla.

The structural design of this Four-storey Administration Building and Two-way Zip-line was conducted from June 2013 to February 2014 at Cavite State University. The objective of the study was to provide structural design of the said structures which are part of the proposed development lay-out of the Amusement Park located at the third island of the reclamation project in Bacoor, Cavite. The study also includes architectural plan, electrical and plumbing lay-out, and detailed cost estimate and specifications of the four-storey administration building; and architectural plan, and detailed cost estimate and specifications of the two-way zip-line. The estimated total project cost of the four-storey administration building was PIT 10,764,471.19 while for the two-way zip-line was PhP 7,050,292.20. The Engineering Software STAAD (Structural Aided Analysis and Design) was used in the analysis of structural framework.

The guidelines set by the National Structural Code of the Philippines (NSCP) were followed in the design computation. The maximum moment, shear and axial loads were the basis for the design. All specification needed were followed in the design process. Detailed analysis of the design was proven safe and economical after the manual computation of the design.

Submitted copy to the University Library. 04/24/2014 DP-392