Optimization of foundation design of a single storey bungalow at peat soil / (Record no. 647)

MARC details
000 -LEADER
fixed length control field 02324nam a2200229 a 4500
001 - CONTROL NUMBER
control field vtls000029379
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204346.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 080610s2007 my f 001 0 eng|d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0002378(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905271219
Level of effort used to assign nonsubject heading access points shamsul
Level of effort used to assign subject headings 201107132024
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908141450
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908141421
Level of effort used to assign classification VLOAD
-- 200806101630
-- fara
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) TA183 .S58 2007 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Siti Nila Eftihar bt Kaderi
245 10 - TITLE STATEMENT
Title Optimization of foundation design of a single storey bungalow at peat soil /
Statement of responsibility, etc. Siti Nila Eftihar bt Kaderi
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2007
300 ## - PHYSICAL DESCRIPTION
Extent xvii, 87 p. :
Other physical details ill. ;
Dimensions 30 cm.
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3# - SUMMARY, ETC.
Summary, etc. This study examines the optimum size of the footing for a single storey bungalow using comparative design analysis using Esteem Plus and BS8110. The site of the study is located at Lot 26437, Lorong Karyawan 20, Taman Guru, Mukim Kuala Kuantan, Batu 5, Jalan Kuantan Gambang, Kuantan Pahang Darul Makmur. The study starts with the soil investigation using Proving Ring Test as to the in-situ soil bearing capacity. Proving Ring Test is been done to get the bearing capacity value from the construction ground at 15 different points and the average value of bearing capacity of the soil is calculated to be 647kN/m2• Having this information, the determination of the reinforcement bars using Esteem Plus is carried out followed by the determination of the size of the pad footing. Taking the size of reinforcement bars of T12 from the Esteem Plus analysis, three sizes of reinforcement bars are designed at T12, TI0 and T16 based on BS8110. Using unit price obtained from Public Work Department (PWD), the study come up with the optimum design of the footing for the project. The economical price for all the pad footing main reinforcement is design by using 1 T16 at price is about RMI78.68. Finally the study comes out with the pad footing detailing. This house is consist 49 of pad footing for it main structure that will be cost about RM590.41 for the main reinforcement plus the concrete excluding the labor cost.-Author
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Engineering design
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   TA183 .S58 2007 rs Thesis 0000030411 04/09/2019 1 04/09/2019 Final Year Report

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