02098ntm a2200241 a 4500001001400000003000700014005001700021008004100038020002200079040000800101100003300109245010100142260003400243300005900277500005300336502009800389504002500487520115900512610006801671650004501739650001101784856006101795vtls000099590KUKTEM20251117113333.0170427t2017    my da  f a m  000 0 eng d  aTHE0000681(Local)  aUMP0 aMuhammad Shafiq Noor Zammizi10aFinite element analysis of warehouse steel structure using ansys /cMuhammad Shafiq Noor Zammizi  aKuantan, Pahang :bUMP,c2017  axvii, 109 p. :bill. (some col.) ;c30 cm. +e1 CD ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering (Hons.)) -- Universiti Malaysia Pahang – 2017  aBibliography : p. 773 aFrame is one of the important elements of this structure. Unfit or improper design can lead to the failure of a structure. The warehouse steel frame was analyzed by manual calculation and also design in ANSYS software. There are several methods can be used to analyses the behavior of steel warehouse frame. However, among all these methods, finite element method and probabilistic method will be a very effective method to obtain the strength and behavior of steel structure. This analysis is to determine the behavior of frame design for the warehouse structure. This research will mainly focus on the steel frame of warehouse structure. The yield strength of steel jacket that used is 500 N/𝑚𝑚2 which is the strongest steel. The value for the input variables are generated randomly by using Monte Carlo Simulation or as prescribed samples using Response Surface Methods. 1000 simulations had been made to make sure the analysis is more precise and accurate. Here, the study was conducted to prove that a steel warehouse under the existence of randomness and uncertainty can be analyzed by apply probabilistic finite element analysis using ANSYS.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses40uhttp://ecollib.ump.edu.my/25821/zAccess in library only