To study the compressive strength of solid timber column / Norhana Sabawas

To study the compressive strength of solid timber column / Norhana Sabawas

The Modulus of Elasticity of timber is an important application in structural timber design calculations in estimating the deflection of flexural members and as parameter in calculating the buckling strength of limber members. This study emphasize on the realistic value of Modulus of Elasticity of l...

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Bibliographic Details
Main Author: Sabawas, Norhana
Format: Thesis
Language:English
Published: 1993
Subjects:
Flexure
Online Access:https://ir.uitm.edu.my/id/eprint/104897/1/104897.pdf
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spelling my-uitm-ir.1048972024-10-16T06:32:39Z To study the compressive strength of solid timber column / Norhana Sabawas 1993 Sabawas, Norhana Flexure The Modulus of Elasticity of timber is an important application in structural timber design calculations in estimating the deflection of flexural members and as parameter in calculating the buckling strength of limber members. This study emphasize on the realistic value of Modulus of Elasticity of limber columns configuration. To obtain the closest deflection of the timber columns at selected pointe on the samples tested, the ANSYS program is utilised to iterate the value of Modulus of Elasticity of the timber column-Predetermined testing was carried out at it timber member (timber column). The discrepancies of the Modulus of Elasticity of timber member obtained from the iteration with value obtain using ASTM,D: 143 (method of small clear specimen) are elaborated herein. 1993 Thesis https://ir.uitm.edu.my/id/eprint/104897/ https://ir.uitm.edu.my/id/eprint/104897/1/104897.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Mohd Noh, Mohd Salleh
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
advisor Mohd Noh, Mohd Salleh
topic Flexure
spellingShingle Flexure
Sabawas, Norhana
To study the compressive strength of solid timber column / Norhana Sabawas
description The Modulus of Elasticity of timber is an important application in structural timber design calculations in estimating the deflection of flexural members and as parameter in calculating the buckling strength of limber members. This study emphasize on the realistic value of Modulus of Elasticity of limber columns configuration. To obtain the closest deflection of the timber columns at selected pointe on the samples tested, the ANSYS program is utilised to iterate the value of Modulus of Elasticity of the timber column-Predetermined testing was carried out at it timber member (timber column). The discrepancies of the Modulus of Elasticity of timber member obtained from the iteration with value obtain using ASTM,D: 143 (method of small clear specimen) are elaborated herein.
format Thesis
qualification_level advanced_diploma
author Sabawas, Norhana
author_facet Sabawas, Norhana
author_sort Sabawas, Norhana
title To study the compressive strength of solid timber column / Norhana Sabawas
title_short To study the compressive strength of solid timber column / Norhana Sabawas
title_full To study the compressive strength of solid timber column / Norhana Sabawas
title_fullStr To study the compressive strength of solid timber column / Norhana Sabawas
title_full_unstemmed To study the compressive strength of solid timber column / Norhana Sabawas
title_sort to study the compressive strength of solid timber column / norhana sabawas
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1993
url https://ir.uitm.edu.my/id/eprint/104897/1/104897.pdf
_version_ 1818588126606524416

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