Teo, Kah Wei creator text abstract or summary my Kuantan, Pahang UMP 2015 monographic eng

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xviii, 111 p. : ill. (some col.) ; 30 cm. + 1 CD ROM In this research, a 3D portal frame was analyzed by manual calculation and also ANSYS program with the probabilistic method. This analysis is to determine the stress, strain, deflection and deformation of the structure. Besides that, the structure is checked accordingly to Eurocode 3 also. Nowadays portal frame is widely used for industrial building. It is very stable in term of everything and low in cost. A 500N/𝑚𝑚2 of yield strength was choose for the 3D portal frame. The material and geometry of the space truss was satisfied for this research since it passed all the design criteria in designing for tensile, compression and also buckling. The numerical results show very good agreement with manual calculation results. From the results of simulation, we get to know the real behavior of the structure under the applied loads. In probabilistic analysis, we get the results of cumulative distribution function, histogram plot, sensitivity plot and simple history plot by 10000 times of simulation for any input and output specialized Teo Kah Wei Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 78 Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses THE0000761(Local) http://ecollib.ump.edu.my/id/eprint/25234 http://ecollib.ump.edu.my/id/eprint/25234 UMP 151119 20251117113309.0 vtls000092135