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dc.contributor.authorTee, Chin Fang
dc.date.accessioned2016-01-03T03:29:11Z
dc.date.available2016-01-03T03:29:11Z
dc.date.issued2014-06
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/40720
dc.descriptionAccess is limited to UniMAP community.en_US
dc.description.abstractThe basic concept for structural analysis is transfer the service loading to the support that nearby. Axial load are transfer from building structure to the column and at the end transfer to foundation. Base on this study, the main purpose is to analyze the axial loadings that transmit to column by using tributary area method and compare with the analysis using finite element method. Tributary area method will be carry out by using manual calculation, where finite element method will be carry out by using computer software SAFE version 8. When increase in slab thickness, axial load will distribute evenly into column support. Load distribution on interior support will reduced and increase in exterior support. The result shown the error percentage existed between tributary area method and finite element method. Thus, tributary area method is not a suitable method to find the axial loads on columns.en_US
dc.language.isoenen_US
dc.publisherUniversiti Malaysia Perlis (UniMAP)en_US
dc.subjectAxial loadsen_US
dc.subjectStructural analysisen_US
dc.subjectFinite element methoden_US
dc.subjectGravitational loaden_US
dc.titleCalculation of axial loads on columns by tributary area method and finite element methoden_US
dc.typeLearning Objecten_US
dc.contributor.advisorMohd Faiz Mohammad Zakien_US
dc.publisher.departmentSchool of Environmental Engineeringen_US


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