Behaviour of lightweight beam using EPS beads as partial replacement of aggregates / (Record no. 6760)

MARC details
000 -LEADER
fixed length control field 02689ntm a2200289 a 4500
001 - CONTROL NUMBER
control field vtls000098113
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113326.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 161118s2016 my a f abm 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000384(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905141758
Level of effort used to assign nonsubject heading access points nazirah
Level of effort used to assign subject headings 201712121425
Level of effort used to assign classification fateeha
-- 201611181019
-- saini
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 .F37 2016 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Muhammad Farhan Soed
245 10 - TITLE STATEMENT
Title Behaviour of lightweight beam using EPS beads as partial replacement of aggregates /
Statement of responsibility, etc. Muhammad Farhan Soed
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent xiv, 48 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 – 2016
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 44
520 3# - SUMMARY, ETC.
Summary, etc. Reinforced concrete is compulsory in nowadays building and they contain cement, aggregates, steel then mix with the water. The purpose of this mixture is sometimes different according what to be built. Fresh concrete can built into any shape and they are good in compression but weak in tension. The main objective of this study is to determine compressive strength and the cracking pattern of lightweight concrete to be used as normal beam by using polystyrene beads. The tests has been conducted to find compressive strength and the deflection of the beam. All the procedures are prepared accordingly, to assure the research objectives are applicable, and to secure proper sequence and smooth running of the entire flow, from start until end. Six samples had been prepapred, which two of them are ratio control, ratio and ratio 2 significantly. All six samples of the reinforced beam are concreted at Heavy Structure Laboratory, University Malaysia Pahang (UMP) and compressive strength test also conducted at same laboratory. The result that had been received are likely like the theory means that the ratio control will have the highest load compare the other two ratios. As conclusion, EPS can be used as extenuating agent in concrete. However, from the observation, we can hardly distinguish which of normal beam is stronger. Besides that, the development of the graph pattern for each sample is not consistent, thus explains the indifferences of the load bearing capacity.
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/3953">http://ecollib.ump.edu.my/id/eprint/3953</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   FKASA .F37 2016 r Bc. 0000114991 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 10219 | FKASA .F37 2016 r Bc. 0000114992 04/09/2019 1 04/09/2019 Final Year Report

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