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| 003 | MY-KuUP | ||
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| 008 | 191023t20182018my a|||| |||| 00| 0 eng d | ||
| 020 | _aTHE0008247(Local) | ||
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_aUMP _beng _cUMP _erda |
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| 090 | _aFKASA .H83 2018 r Bc. | ||
| 100 | 0 |
_aSiti Nurul Huda Mohd Sharif, _eauthor. |
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| 245 | 1 | 0 |
_aAnalysis of cantilever steel beam / _cSiti Nurul Huda Mohd Sharif |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2018 |
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| 264 | 4 | _a© 2018 | |
| 300 |
_axvii, 80 pages : _bIllustrations (some color) ; _c30 cm. + _e1 CD-ROM |
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_2rdacontent _atext |
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_2rdacontent _atext |
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_2rdamedia _aunmediated |
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_2rdamedia _acomputer |
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_2rdacarrier _avolume |
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_2rdacarrier _acomputer disc |
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_2rda _atext file _bPDF |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aThe usage of steel beam has been run for a long time in a construction industry. The application of cantilever steel beam become popular choice of Industry, by extending the steelwork design into residential housing. The objectives of this project are to analyse the forces and stresses in a selective size steel cantilever beam and finding the maximum vertical force (Newton) for beam which is hot rolled shape IPE 120 and is made of Fe430 steel. The thesis presents the linear analysis of cantilever steel beam by using ANSYS 12.0, Finite Element Software was use to model the cantilever steel beam with I beam section IPE 120. ANSYS software is used to analyse linear static of the forces and stress for the elastic 2D cantilever steel beam. The model geometry is defined with elements and nodes. This thesis also shows the theoretical calculation of stress. The results from ANSYS software were compared with the theoretical calculation results. The finite element behaviour of cantilever steel beam was found to be slightly different with the theoretical calculation and behaviour. | |
| 610 | 2 | 0 | _aFaculty of Civil Engineering and Earth Resources |
| 650 | 0 |
_aDissertations _xUniversities and colleges |
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| 650 | 0 | _aTheses | |
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_2lcc _cPSM |
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