Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges

An I-joist is a system that consists of flanges and web components. Both components have to work together as a system in order to match the strength property of solid wood beam. This study was carried out with the objective of obtaining the strength properties of I-joist made from 3 types of join...

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Main Author: Wan Abdul Rahman, Wan Mohd Nazri
Format: Thesis
Language:English
English
Published: 2000
Subjects:
Online Access:http://psasir.upm.edu.my/id/eprint/10018/1/FH_2000_6_IR.pdf
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spelling my-upm-ir.100182023-12-06T03:09:18Z Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges 2000-02 Wan Abdul Rahman, Wan Mohd Nazri An I-joist is a system that consists of flanges and web components. Both components have to work together as a system in order to match the strength property of solid wood beam. This study was carried out with the objective of obtaining the strength properties of I-joist made from 3 types of jointed oriented strand board (OSB) web ( Finger, L-butt and Nail plate) and 2 types of flanges (solid wood and laminated veneer lumber). Specimens with LVL flanges were found to be almost as strong as specimens with solid flanges. Both materials exhibited non-significant differences in strength properties as an I-joist system because the modulus of rupture (MOR) values of I-joist in this study were not significantly affected by the material of the flange either solid wood or LVL. Among the three types of joints, the I-joist specimen with finger jointed web was the strongest. The weakest joint was madeup ofI-joist specimen with nail plate jointed web. The modulus of elasticity (MOE) of I-joist systems used in this study did not show any significant difference. The analysis of MOE showed that there was no significant difference between the I-joist specimens with solid and L VL flanges of finger jointed web compared to L-butt jointed web, and finger jointed web compared to nail plate jointed web. It was observed that failures in all of the I-joist specimens studied were either in tension or in compression. For specimens of finger and L-butt joints, the failure occurred at the web joints. But for nail plate joints, the failure occurred at the location between two adjacent nail plates connections. OSB web can be produced from the off-cuts of tertiary processing mills that use OSB for other consumer products. Hence, the full use of off-cuts would consequently increase the recovery rate and the net profit. This study could lead to the utilisation of wood residues from an OSB plant as an alternative raw material for the production of web component in I-joists system. Wood bending. 2000-02 Thesis http://psasir.upm.edu.my/id/eprint/10018/ http://psasir.upm.edu.my/id/eprint/10018/1/FH_2000_6_IR.pdf text en public masters Universiti Putra Malaysia Wood bending. Faculty of Forestry Jamaludin, Mohd. Ariff English
institution Universiti Putra Malaysia
collection PSAS Institutional Repository
language English
English
advisor Jamaludin, Mohd. Ariff
topic Wood bending.


spellingShingle Wood bending.


Wan Abdul Rahman, Wan Mohd Nazri
Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
description An I-joist is a system that consists of flanges and web components. Both components have to work together as a system in order to match the strength property of solid wood beam. This study was carried out with the objective of obtaining the strength properties of I-joist made from 3 types of jointed oriented strand board (OSB) web ( Finger, L-butt and Nail plate) and 2 types of flanges (solid wood and laminated veneer lumber). Specimens with LVL flanges were found to be almost as strong as specimens with solid flanges. Both materials exhibited non-significant differences in strength properties as an I-joist system because the modulus of rupture (MOR) values of I-joist in this study were not significantly affected by the material of the flange either solid wood or LVL. Among the three types of joints, the I-joist specimen with finger jointed web was the strongest. The weakest joint was madeup ofI-joist specimen with nail plate jointed web. The modulus of elasticity (MOE) of I-joist systems used in this study did not show any significant difference. The analysis of MOE showed that there was no significant difference between the I-joist specimens with solid and L VL flanges of finger jointed web compared to L-butt jointed web, and finger jointed web compared to nail plate jointed web. It was observed that failures in all of the I-joist specimens studied were either in tension or in compression. For specimens of finger and L-butt joints, the failure occurred at the web joints. But for nail plate joints, the failure occurred at the location between two adjacent nail plates connections. OSB web can be produced from the off-cuts of tertiary processing mills that use OSB for other consumer products. Hence, the full use of off-cuts would consequently increase the recovery rate and the net profit. This study could lead to the utilisation of wood residues from an OSB plant as an alternative raw material for the production of web component in I-joists system.
format Thesis
qualification_level Master's degree
author Wan Abdul Rahman, Wan Mohd Nazri
author_facet Wan Abdul Rahman, Wan Mohd Nazri
author_sort Wan Abdul Rahman, Wan Mohd Nazri
title Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
title_short Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
title_full Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
title_fullStr Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
title_full_unstemmed Bending Performance of I-Joists from Jointed Oriented Strand Board (OSB) Web and Laminated Veneer Lumber (LVL) Flanges
title_sort bending performance of i-joists from jointed oriented strand board (osb) web and laminated veneer lumber (lvl) flanges
granting_institution Universiti Putra Malaysia
granting_department Faculty of Forestry
publishDate 2000
url http://psasir.upm.edu.my/id/eprint/10018/1/FH_2000_6_IR.pdf
_version_ 1794018857665429504