dc.contributor.author | Tee, Chin Fang | |
dc.date.accessioned | 2016-01-03T03:29:11Z | |
dc.date.available | 2016-01-03T03:29:11Z | |
dc.date.issued | 2014-06 | |
dc.identifier.uri | http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40720 | |
dc.description | Access is limited to UniMAP community. | en_US |
dc.description.abstract | The 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.iso | en | en_US |
dc.publisher | Universiti Malaysia Perlis (UniMAP) | en_US |
dc.subject | Axial loads | en_US |
dc.subject | Structural analysis | en_US |
dc.subject | Finite element method | en_US |
dc.subject | Gravitational load | en_US |
dc.title | Calculation of axial loads on columns by tributary area method and finite element method | en_US |
dc.type | Learning Object | en_US |
dc.contributor.advisor | Mohd Faiz Mohammad Zaki | en_US |
dc.publisher.department | School of Environmental Engineering | en_US |