Camilon, Patrick Jerald L. <br/><br/>
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. 
 - Indang, Cavite :  Cavite State University- Main Campus,  2014. 
 - xxiv,375 pages :  illustrations ;  28 cm. 
<br/><br/> Design Project (BS Civil Engineering) Cavite State University 
<br/><br/>Includes bibliographical references. 
<br/><br/>College of Engineering and Information Technology (CEIT)  College of Engineering and Information Technology (CEIT) 
<br/><br/> 	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. <br/><br/>	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. <br/><br/>	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. <br/> 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Reinforced concrete construction--Contracts and specifications
<br/><br/><label>Dewey Class. No.: </label>624.16   / C14 2014