MARC details
| 000 -LEADER |
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| fixed length control field |
02617ntm a2200277 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000102649 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113359.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
180103s2017 my da f am 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000266(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905141537 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| -- |
201801031552 |
| -- |
saini |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .A453 2017 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nurul Amira Amilruddin |
| 245 10 - TITLE STATEMENT |
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| Title |
Finite element analysis of cold-formed steel web stiffened channels under compression load / |
| Statement of responsibility, etc. |
Nurul Amira Amilruddin |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2017 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xviii, 119 p. : |
| Other physical details |
ill. (some col.), charts ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 118-119 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Cold-formed steels sections have been used in construction and industry. This product is strong, safe, durable and cost effective by saving a lot of construction time. In recent year, complex cold-formed steel section appeared due to improvement of technologies. But, the lack of experts in Malaysia, the uses of cold- formed is still limit on roof truss only. Web stiffeners are used to provide reinforcement of joints web to prevent crippling. The aim of this study is to investigate the buckling behaviour of cold-formed with different shape of web stiffeners channels. Finite element analysis (FEA) using LUSAS of cold-formed steel under compression load will be carried out whereas the buckling analysis and stress-strain behaviour of these specimens will be studied. In this research, three types of size specimens will be provided with are short (600 mm), medium (1500 mm) and slender (2000 mm). Furthermore, three types of web stiffener shapes will be used in this research are C section, Σ section and V section. The pinned ended and fixed ended was assign on the specimen and the finding from this are used to validated finite element result. Based on the result of FEA, the stress-strain relationship and behaviour of cold-formed web stiffened channels has been presented. Besides, the buckling loads and deformed shape of the cold-formed have been illustrated. The studies show that the shape of web stiffeners will affect the strength of ultimate load of cold formed steel. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| 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 |
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| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |