MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02183nam a2200253 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000029425 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20251114204415.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
080612s2007 my f 001 0 eng|d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
THE0002824(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905131259 |
| Level of effort used to assign nonsubject heading access points |
zul |
| Level of effort used to assign subject headings |
201107132238 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
201103031004 |
| Level of effort used to assign classification |
ida |
| Level of effort used to assign subject headings |
200908141450 |
| Level of effort used to assign classification |
VLOAD |
| -- |
200806121019 |
| -- |
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) |
TA666.5.J64 M64 2007 rs Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mohd Rashdan Roszalli |
| 245 10 - TITLE STATEMENT |
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| Title |
Properties of different type of joints for timber / |
| Statement of responsibility, etc. |
Mohd Rashdan bin Roszalli |
| 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 |
xiv, 60 p. : |
| Other physical details |
col. 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. |
In this modern era, the construction industry keeps on finding the material to replace concrete and steel. Moreover, with the existing of timber connectors in the market, timber is potentially to become a popular construction material. Timber joint used to connect two or more timbers to form structure such as roof truss and frame. Most of the timber joint has been upgraded to provide higher strength from time to time. This study was conducted in order to determine the strength and physical properties of the most used method in timber joint. In this study type of timber that been used is merpauh which is in grade B as in strength group four. For the test, three specimens that been tested for each sample. All joint that been study are in engineered joint group which are nail plated or metal shear connector, nailed joint and bolted. Two timbers, lOOmm x 50mm x 900mm have been jointed each other by using selected timber joints. The tests have been conducts are tension and flexural test. From the result, it proves that nail plated is the strongest compared to nailed joint and bolted joint. Therefore, nail plated connection is the most used method because its strength is higher than the other tested joint. -Author |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Timber |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Buildings |
| General subdivision |
Environmental engineering |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Building materials |