An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin
An important application of the modulus of elasticity of timber is in structural timber design calculations. It is used as a means of estimating the deflection of flexural members and as a parameter in calculating the buck ling strength of timber members. A study is made on the realistic value of th...
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1992
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Online Access: | https://ir.uitm.edu.my/id/eprint/104324/1/104324.pdf |
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my-uitm-ir.1043242024-10-08T07:43:54Z An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin 1992 Zainuddin, Monaleza Timber. Wood An important application of the modulus of elasticity of timber is in structural timber design calculations. It is used as a means of estimating the deflection of flexural members and as a parameter in calculating the buck ling strength of timber members. A study is made on the realistic value of the modulus of elasticity of timber members of a Minangkabau Roof Truss configuration. The ANSYS Programme is used to iterate the values of the Modulus of Elasticity of the timber members. This was done in order to obtain the closest deflection of the Minangkabau roof truss at selected points on the truss. The full scale testing was carried out at the Heavy Structures Laboratory of the KARA Institute of Technology. Discrepancies in the value of Modulus of Elasticity of the timber members obtained from the iteration with that obtained using BS 373:1957 (Methods of Testing of Small Clear Specimens of Timber) are described herein. 1992 Thesis https://ir.uitm.edu.my/id/eprint/104324/ https://ir.uitm.edu.my/id/eprint/104324/1/104324.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Hussin, Mohd Nasir |
institution |
Universiti Teknologi MARA |
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UiTM Institutional Repository |
language |
English |
advisor |
Hussin, Mohd Nasir |
topic |
Timber Wood |
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Timber Wood Zainuddin, Monaleza An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
description |
An important application of the modulus of elasticity of timber is in structural timber design calculations. It is used as a means of estimating the deflection of flexural members and as a parameter in calculating the buck ling strength of timber members. A study is made on the realistic value of the modulus of elasticity of timber members of a Minangkabau Roof Truss configuration. The ANSYS Programme is used to iterate the values of the Modulus of Elasticity of the timber members. This was done in order to obtain the closest deflection of the Minangkabau roof truss at selected points on the truss. The full scale testing was carried out at the Heavy Structures Laboratory of the KARA Institute of Technology. Discrepancies in the value of Modulus of Elasticity of the timber members obtained from the iteration with that obtained using BS 373:1957 (Methods of Testing of Small Clear Specimens of Timber) are described herein. |
format |
Thesis |
qualification_level |
advanced_diploma |
author |
Zainuddin, Monaleza |
author_facet |
Zainuddin, Monaleza |
author_sort |
Zainuddin, Monaleza |
title |
An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
title_short |
An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
title_full |
An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
title_fullStr |
An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
title_full_unstemmed |
An investigation on the behaviour of Minangkabau timber roof truss / Monaleza Zainuddin |
title_sort |
investigation on the behaviour of minangkabau timber roof truss / monaleza zainuddin |
granting_institution |
Universiti Teknologi MARA (UiTM) |
granting_department |
Faculty of Civil Engineering |
publishDate |
1992 |
url |
https://ir.uitm.edu.my/id/eprint/104324/1/104324.pdf |
_version_ |
1818588096433750016 |