Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin

The rapid growth of the building industry in Malaysia had led to the ever-increasing trend of shift of paradigm from the traditional utilization of materials to newer ones, resulting in constant introduction of newer construction techniques and materials to the building industry. Profile steel sheet...

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Main Author: Zainal Kamrin, Mohd Zaffry
Format: Student Project
Language:English
Published: 2006
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/43823/1/43823.pdf
https://ir.uitm.edu.my/id/eprint/43823/
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spelling my.uitm.ir.438232022-12-29T07:07:21Z https://ir.uitm.edu.my/id/eprint/43823/ Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin Zainal Kamrin, Mohd Zaffry Structural engineering Structural analysis. Theory of structures The rapid growth of the building industry in Malaysia had led to the ever-increasing trend of shift of paradigm from the traditional utilization of materials to newer ones, resulting in constant introduction of newer construction techniques and materials to the building industry. Profile steel sheet dry board (PSSDB) system is one of the innovative composite constructions. This report describes an experimental investigation on the structural performance of comer joint in PSSDB wall panel. This was a continuation on the studies that have been carried out before using local materials, to get more information on the behavior of the composite materials used. Three samples were prepared, two samples of 1000mm x 300mm x 78mm profile steel sheet dry board which were connected with angle iron and one sample of angle iron of 40mm x 40mm x 700 mm height. These samples were tested with load application subject to compressive load. Ultimate load, buckling of wall, critical load displacement and the suitable of using angle iron joint were studied. The parameters measured were ultimate load capacity and displacement. Previous studies had shown that the PSSDB had potential to be implemented in building construction. The introduction of angle iron at the corner joint enhances use of PSSDB in the construction industry. The ultimate load capacities of the sample were found to be 170.45 kN and 99.82 kN and maximum lateral displacement of 9.33 mm and 2.5 mm for PSSDB wall sample. It was found that the connection angle iron with PSSDB wall sample give higher ultimate load capacity which suitable composite structure for construction. 2006 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/43823/1/43823.pdf Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin. (2006) [Student Project] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Structural engineering
Structural analysis. Theory of structures
spellingShingle Structural engineering
Structural analysis. Theory of structures
Zainal Kamrin, Mohd Zaffry
Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
description The rapid growth of the building industry in Malaysia had led to the ever-increasing trend of shift of paradigm from the traditional utilization of materials to newer ones, resulting in constant introduction of newer construction techniques and materials to the building industry. Profile steel sheet dry board (PSSDB) system is one of the innovative composite constructions. This report describes an experimental investigation on the structural performance of comer joint in PSSDB wall panel. This was a continuation on the studies that have been carried out before using local materials, to get more information on the behavior of the composite materials used. Three samples were prepared, two samples of 1000mm x 300mm x 78mm profile steel sheet dry board which were connected with angle iron and one sample of angle iron of 40mm x 40mm x 700 mm height. These samples were tested with load application subject to compressive load. Ultimate load, buckling of wall, critical load displacement and the suitable of using angle iron joint were studied. The parameters measured were ultimate load capacity and displacement. Previous studies had shown that the PSSDB had potential to be implemented in building construction. The introduction of angle iron at the corner joint enhances use of PSSDB in the construction industry. The ultimate load capacities of the sample were found to be 170.45 kN and 99.82 kN and maximum lateral displacement of 9.33 mm and 2.5 mm for PSSDB wall sample. It was found that the connection angle iron with PSSDB wall sample give higher ultimate load capacity which suitable composite structure for construction.
format Student Project
author Zainal Kamrin, Mohd Zaffry
author_facet Zainal Kamrin, Mohd Zaffry
author_sort Zainal Kamrin, Mohd Zaffry
title Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
title_short Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
title_full Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
title_fullStr Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
title_full_unstemmed Structural performance of corner joint using angle iron in profile steel sheet dry board (PSSDB) wall panel / Mohd Zaffry Zainal Kamrin
title_sort structural performance of corner joint using angle iron in profile steel sheet dry board (pssdb) wall panel / mohd zaffry zainal kamrin
publishDate 2006
url https://ir.uitm.edu.my/id/eprint/43823/1/43823.pdf
https://ir.uitm.edu.my/id/eprint/43823/
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score 13.211869