02098ntm a2200289 a 4500 vtls000092246 KUKTEM 20251117113305.0 151125t2015 my da f abm 000 0 eng d THE0000506(Local) 201905151538 nazirah 201711291006 fateeha 201511251119 asma UMP FKASA .K435 2015 r Bc. Mohd Khairul Azam Md Khairudin Finite element analysis of steel frame structure for food court using ANSYS / Mohd Khairul Azam Md Khairudin Kuantan, Pahang : UMP, 2015 xvii, 111 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 63 In 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 Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/9551 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 CD 9304 | FKASA .K435 2015 r Bc. 0000104238 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 FKASA .K435 2015 r Bc. 0000104237 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6189 6195 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992