Finite element analysis of steel frame structure for food court using ANSYS / (Record no. 6189)

MARC details
000 -LEADER
fixed length control field 02098ntm a2200289 a 4500
001 - CONTROL NUMBER
control field vtls000092246
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113305.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 151125t2015 my da f abm 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000506(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905151538
Level of effort used to assign nonsubject heading access points nazirah
Level of effort used to assign subject headings 201711291006
Level of effort used to assign classification fateeha
-- 201511251119
-- asma
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) FKASA .K435 2015 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mohd Khairul Azam Md Khairudin
245 10 - TITLE STATEMENT
Title Finite element analysis of steel frame structure for food court using ANSYS /
Statement of responsibility, etc. Mohd Khairul Azam Md Khairudin
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent xvii, 111 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm. +
Accompanying material 1 CD ROM
500 ## - GENERAL NOTE
General note Faculty of Civil Engineering and Earth Resources
502 ## - DISSERTATION NOTE
Dissertation note Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 63
520 3# - SUMMARY, ETC.
Summary, etc. 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
610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Faculty of Civil Engineering and Earth Resources
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Universities and Colleges
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Theses
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://ecollib.ump.edu.my/id/eprint/9551">http://ecollib.ump.edu.my/id/eprint/9551</a>
Public note Access in library only
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 9304 | FKASA .K435 2015 r Bc. 0000104238 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .K435 2015 r Bc. 0000104237 04/09/2019 1 04/09/2019 Final Year Report

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