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008			200625t20192019my a|||fram|| 000 0 eng d
020			_aTHE0008654(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .A95 2019 r Bc.
100	0		_aMuhammad Azim Shafiq Mohd Zulhairi, _eauthor.
245	1	0	_aFlexural behaviour of profiled steel decking using finite element analysis / _cMuhammad Azim Shafiq Mohd Zulhairi
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_ax, 35 pages : _billustrations ; _c30 cm. + _e1 CD-ROM
336			_atext _2rdacontent
336			_atext _2rdacontent
337			_aunmediated _2rdamedia
337			_acomputer _2rdamedia
338			_avolume _2rdacarrier
338			_acomputer disc _2rdacarrier
347			_atext file _bPDF _2rda
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504			_aIncludes bibliographical references
520	3		_aFinite element is widely used nowadays especially towards civil engineering field. Profiled steel decking has been used as part of composite slabs design where the steel deck is utilized as permanent form work and tensile reinforcement for composite slabs. This study aims to focus the response of bare profiled steel deck with a present of c-channel in unpropped construction. Nine specimen of four-point bending test will be model in Abaqus to investigate the response of profiled steel deck at various spans. Three set of specimen consists of strengthen with c-channel and unstrengthen with c-channel. Result from this study show that a profiled steel deck strengthen with c-channel more efficient than unstrengthen with c-channel. The findings from this study will be used to make recommendations for design engineers.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDisertations
650		0	_aUniversities and colleges _xDisertations
650		0	_aTheses
942			_2lcc _cPSM