Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif

Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profile steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite syste...

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Main Author:	Syed Tajul Arif, Syed Tajul Malik
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2004
Online Access:	http://ir.uitm.edu.my/id/eprint/18106/ http://ir.uitm.edu.my/id/eprint/18106/2/PPb_SYED%20TAJUL%20MALIK%20SYED%20TAJUL%20ARIF%20EC%2004_5.pdf

id	uitm-18106
recordtype	eprints
spelling	uitm-181062019-02-06T06:34:33Z http://ir.uitm.edu.my/id/eprint/18106/ Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif Syed Tajul Arif, Syed Tajul Malik Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profile steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite system comprises of profile steel sheet, cemboard and connected by self tapping screws. This system when combine impose strength and stiffness. The proposed of this system as a load bearing wall give more advantages in building construction. It’s lightweight structure, easy to fabricate and save a lot of time for installation work. In this study, profile steel sheet dry board has been treated as load bearing wall, where it’s due to door opening using finite element method (LUSAS) has been analyzed. The model analyzed measures 1.232 m wide and lm high and window opening of 400mm by 400mm is modeled in symmetrical position. LUSAS 13.5 software adopted to create the finite element model. The model was modeled using 3D thin shell elements as a profile steel (BONDEK II) and dryboard (cemboard) A seris of load had been asined to his model and the result are stated as follow. For load of 256 kN/m the maximum displacement is 8.063mm, for maximum stress is 4442 N/mm2 and maximum strain is 0.215E-1. Faculty of Civil Engineering 2004 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18106/2/PPb_SYED%20TAJUL%20MALIK%20SYED%20TAJUL%20ARIF%20EC%2004_5.pdf Syed Tajul Arif, Syed Tajul Malik (2004) Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
description	Composite engineering component which may consist of two or more materials, connected or combined to give a performance in service, which is superior to the properties of its individual materials. Profile steel sheet dry board (PSSDB) is a composite system, which classified into macrocomposite system comprises of profile steel sheet, cemboard and connected by self tapping screws. This system when combine impose strength and stiffness. The proposed of this system as a load bearing wall give more advantages in building construction. It’s lightweight structure, easy to fabricate and save a lot of time for installation work. In this study, profile steel sheet dry board has been treated as load bearing wall, where it’s due to door opening using finite element method (LUSAS) has been analyzed. The model analyzed measures 1.232 m wide and lm high and window opening of 400mm by 400mm is modeled in symmetrical position. LUSAS 13.5 software adopted to create the finite element model. The model was modeled using 3D thin shell elements as a profile steel (BONDEK II) and dryboard (cemboard) A seris of load had been asined to his model and the result are stated as follow. For load of 256 kN/m the maximum displacement is 8.063mm, for maximum stress is 4442 N/mm2 and maximum strain is 0.215E-1.
format	Student Project
author	Syed Tajul Arif, Syed Tajul Malik
spellingShingle	Syed Tajul Arif, Syed Tajul Malik Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
author_facet	Syed Tajul Arif, Syed Tajul Malik
author_sort	Syed Tajul Arif, Syed Tajul Malik
title	Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
title_short	Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
title_full	Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
title_fullStr	Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
title_full_unstemmed	Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif
title_sort	analysis of pssdb wall panel with horizontal butt joints in the dryboards / syed tajul malik syed tajul arif
publisher	Faculty of Civil Engineering
publishDate	2004
url	http://ir.uitm.edu.my/id/eprint/18106/ http://ir.uitm.edu.my/id/eprint/18106/2/PPb_SYED%20TAJUL%20MALIK%20SYED%20TAJUL%20ARIF%20EC%2004_5.pdf
first_indexed	2023-09-18T22:59:46Z
last_indexed	2023-09-18T22:59:46Z
_version_	1777418095261908992

Analysis of PSSDB wall panel with horizontal butt joints in the dryboards / Syed Tajul Malik Syed Tajul Arif

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