Flexural strengthening of timber beam using steel rod and steel plate / (Record no. 8774)

MARC details
000 -LEADER
fixed length control field 03865ntm a2200373 i 4500
001 - CONTROL NUMBER
control field vtls000102769
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113438.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180116t2017 my da f a m 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0007816(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201906131131
Level of effort used to assign nonsubject heading access points nadia
Level of effort used to assign subject headings 201802081417
Level of effort used to assign classification fateeha
Level of effort used to assign subject headings 201801231152
Level of effort used to assign classification fateeha
-- 201801161219
-- fateeha
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
Language of cataloging eng
Transcribing agency UMP
Description conventions rda
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) FKASA .A356 2017 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Muhammad Afiq Mohd Muhidin,
Relator term author.
245 10 - TITLE STATEMENT
Title Flexural strengthening of timber beam using steel rod and steel plate /
Statement of responsibility, etc. Muhammad Afiq Mohd Muhidin
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Kuantan, Pahang :
Name of producer, publisher, distributor, manufacturer UMP,
Date of production, publication, distribution, manufacture, or copyright notice 2017
264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Date of production, publication, distribution, manufacture, or copyright notice © 2017
300 ## - PHYSICAL DESCRIPTION
Extent viii, 36 pages :
Other physical details illustrations (some color), charts ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Source rdamedia
337 ## - MEDIA TYPE
Media type term computer
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Source rdacarrier
338 ## - CARRIER TYPE
Carrier type term computer disc
Source rdacarrier
347 ## - DIGITAL FILE CHARACTERISTICS
File type text file
Encoding format PDF
Source rda
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 – 2017
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references
520 3# - SUMMARY, ETC.
Summary, etc. Timber is one of the natural building materials used in the construction. This material has a lot of advantages and generally timber is not toxic and do not leak chemical vapor in to the building. Timber also is low in production energy and easy to work. However, this material is no longer used because of the strength of wood is not able to withstand heavy loads and also depending on the moisture content in the wood. In Malaysia, technical knowledge of wood is still lacking so that most of old timber structure especially bridges has been replaced with concrete. The purpose of this study was to identify the flexural strength deflection of timber beam strengthened with steel rod and steel plate. The objective of this study was to determine the ultimate load, ultimate moment and deflection of strengthened timber beam. The study was conducted at heavy structure laboratory in University Malaysia Pahang (UMP). In order to get an accurate result, 3 samples were used in this experiment and compared to 3 samples of control timber beam. Tensile test were conducted to ensure the characteristic strength of steel rod is achieved. Flexural bending test were conducted to determine the ultimate structural properties for control timber beam and strengthened timber beam in term of ultimate load, deflection, and stress and strain using Magnus Frame test machine. To ensure the research to reach its objectives, all the procedures were prepared accordingly in order the research run smoothly from the beginning until the end. The samples were prepared with the same properties. Based upon the result obtained from this research, the following significant conclusions were drawn. First, from the experimental investigation it is observed that the load carry capacity of the strengthened timber beam reach its expected result but cannot verify the increment percentage the timber beam have different density which have different strength. Based on the observation the strengthened timber beam shows that the strengthened materials really did increase the strength of timber beam. Second, from the test carried out, the failure was occur at timber structure and there is no failure with the strengthening materials. As for sample ST1, there is a failure at sikadur-30 bonding where the steel plate was partially detached with the timber beam.
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
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection 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 Library of Congress Classification   Not for loan Reference UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .A356 2017 r Bc. 0000122049 04/09/2019 1 04/09/2019 Thesis
  Not lost Library of Congress Classification   Not for loan Reference UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 11108 | FKASA .A356 2017 r Bc. 0000122050 04/09/2019 1 04/09/2019 Thesis

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