01832ntm a2200241 a 4500001001400000003000700014005001700021008004100038020002200079040000800101100003500109245011400144260003400258300005900292500005300351502009000404504002500494520087800519610006801397650004501465650001101510856006901521vtls000092246KUKTEM20251117113305.0151125t2015    my da  f abm  000 0 eng d  aTHE0000506(Local)  aUMP0 aMohd Khairul Azam Md Khairudin10aFinite element analysis of steel frame structure for food court using ANSYS /cMohd Khairul Azam Md Khairudin  aKuantan, Pahang :bUMP,c2015  axvii, 111 p. :bill. (some col.) ;c30 cm. +e1 CD ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015  aBibliography : p. 633 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 parameter20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses40uhttp://ecollib.ump.edu.my/id/eprint/9551zAccess in library only