000			02098ntm a2200289 a 4500
001			vtls000092246
003			KUKTEM
005			20251117113305.0
008			151125t2015 my da f abm 000 0 eng d
020			_aTHE0000506(Local)
039		9	_a201905151538 _bnazirah _c201711291006 _dfateeha _y201511251119 _zasma
040			_aUMP
090			_aFKASA .K435 2015 r Bc.
100	0		_aMohd Khairul Azam Md Khairudin
245	1	0	_aFinite element analysis of steel frame structure for food court using ANSYS / _cMohd Khairul Azam Md Khairudin
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axvii, 111 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 63
520	3		_aIn this research, a 3D steel frame structure has been analyze using ANSYS software and manual calculation. This research is to determine the strain, stress, maximum deflection, deformation and also checking the structure according to Eurocode 3. As we know the uses of steel frame structure in the construction is widely used. It easy to conduct and construct and at the same time reduced the duration time. The type of material and the geometry for the structure was satisfied in cases it passed all the designing for tensile, buckling and compression. From the result of simulation we can know the behavior of the structure under the input parameter that applied. Then, from the probabilistic analysis, we collect the result of cumulative distribution function, the histogram plot for input and output parameter, sensitivity plot and simple history plot for all parameter
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
856	4	0	_uhttp://ecollib.ump.edu.my/id/eprint/9551 _zAccess in library only
999			_aVIRTUA40 _c6189 _d6195
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992