000			04371nam a2200349 4500
003			OSt
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008			220219b |||||||| |||| 00| 0 eng d
040			_cCvSU Main Campus Library
041	0		_aeng
082	0	4	_a624.16 _bN73 2019
100			_918807 _aNonong, Wes Auson P. _eauthor
245	1	0	_aProposed reinforced concrete design of a four storey hospital building in Barangay Galicia 3 at Mendez, Cavite / _cby Wes Auson P. Nonong and Joshua Ryan D. Paez.
260			_aIndang, Cavite : _bCavite State University- Main Campus, _c2019.
300			_axviii, 271 pages : _billustrations ; _c28 cm.
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
338			_2rdacarrier _avolume
500			_aDesign Project (Bachelor of Science in Civil Engineering) Cavite State University.
504			_aIncludes bibliographical references.
508			_aCollege of Engineering and Information Technology (CEIT), Department of Civil Engineering
520	3		_aNONONG, AUSON WES P., and PAEZ, JOSHUA RYAN D. Proposed Reinforced Concrete Design of a Four Storey Hospital Building In Barangay Galicia 3 at Mendez, Cavite. Undergraduate Thesis. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. June 2019. Adviser: Eng,r. Renato B. Cubilla. The design project entitled, "Proposed Reinforced Concrete Design of a Four Storey Hospital Building in Barangay Galicia 3 at Mendez, Cavite" was conducted from August 2018 to May 2019. The aim of the study was to provide a plan and proposed design for the hospital building that can be found in Mendez, Cavite and apply what the authors learned from their studies and experiences. The study included the computations of beams, columns, footings and slabs. This included the architectural plan, structural plan, electrical layout, plumbing layout and cost estimate of the proposed building. The total elevation was 12 meters with each floor having 3 meters in elevation. The floor area of the 4 storey building was 2196 m2, with each floor having different function for the convenience of the patients and employees. The structural layout and analysis of the plan was computed with the use of STAAD. From the STAAD analysis, four beams were designed, beam 1, beam 2, beam 3 and tie beam, having 350 x 500, 350x500, 300x350 and 350x500 mm respectively. The columns having sizes of 400x400mm and 450x450mm and the footing with a dimension of 3200x3200mm and 5500x2000mm. The authors used different software such as the Structural Aided Analysis and Design (STAAD) software, Computer Aided Drafting Device (CARD) and Sketchup. The design moment, ultimate shear and ultimate load were calculated with the use of STAAD. The total cost estimate of the project was 141, 420, 796.65 php with 16,099.82php per square meters. The authors followed the standards set by the NSCP and after various computations, it is concluded that the design was safe. It is recommended to integrate green building innovations for the improvement of the 4-storey hospital building and the usage of lightweight but high strength materials. The authors also recommend the upgrade of the 2nd level hospital into a 3rd level hospital to improve and add more facilities for the welfare of the people. The total cost estimate of the project was 141, 420, 796.65 php with 16,099.82php per square meters. The authors followed the standards set by the NSCP and after various computations, it is concluded that the design was safe. It is recommended to integrate green building innovations for the improvement of the 4-storey hospital building and the usage of lightweight but high strength materials. The authors also recommend the upgrade of the 2nd level hospital into a 3rd level hospital to improve and add more facilities for the welfare of the people.
541			_cSubmitted to the University Library _d08/08/2019 _eDP-730
650		0	_9669 _aCivil engineering
650		0	_918808 _aInfirmary
650		0	_918809 _aConcrete design
690			_91678 _aBachelor of Science in Civil Engineering
700			_918810 _aPaez, Joshua Ryan D. _eauthor
700			_92640 _aCubilla, Renato B. _eadviser
856			_uhttp://library.cvsu.edu.ph/cgi-bin/koha/opac-retrieve-file.pl?id=34882f381168c9ef033d935ff5ae1834 _yClick here to view abstract and table of contents
942			_2ddc _cMAN
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