Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin

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

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Bibliographic Details
Main Author:	Baharuddin, Hersaiful Herwan
Format:	Student Project
Published:	Faculty of Civil Engineering 2004
Subjects:	Engineering mathematics. Engineering analysis
Online Access:	http://ir.uitm.edu.my/id/eprint/18061/

id	uitm-18061
recordtype	eprints
spelling	uitm-180612017-10-31T05:59:11Z http://ir.uitm.edu.my/id/eprint/18061/ Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin Baharuddin, Hersaiful Herwan Engineering mathematics. Engineering analysis Composite engineering component which may consist of two or more materials, connected or combined to give a performance in services, which is superior to the properties of its individual materials. Profiled steel sheet dry board (PSSDB) is a composite system, which classified into macro composite system comprises of profiled steel sheet, cemboard and connected by self-tapping screw. This system when combined imposed strength and stiffness. The proposed of this system as a load-bearing wall give more advantages in building construction. It’s a lightweight structure, easy to fabricate and save a lot of time for installation work. In this thesis research, Profile Steel Sheet Dry Board has been treated as load-bearing wall, where it’s due to window opening using finite element method (LUSAS) has been analyzed. The model analyzed measures 1200 mm wide and 1000 mm high. A window opening of 400 mm by 400 mm is modeled as symmetrical position. LUSAS 13.5 software adopted to create the finite element model. The model was modeling using 3D thin shell elements as a profiled steel sheet (Bondek II) and dry board (Cemboard). A series of load had been assign to this model and the result are stated as follow; for load 256 kN/m the maximum displacement is 2.838 mm, for maximum stress is - 541.5 N/mm2 and for the maximum strain is 0.0071. Faculty of Civil Engineering 2004 Student Project NonPeerReviewed Baharuddin, Hersaiful Herwan (2004) Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
topic	Engineering mathematics. Engineering analysis
spellingShingle	Engineering mathematics. Engineering analysis Baharuddin, Hersaiful Herwan Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
description	Composite engineering component which may consist of two or more materials, connected or combined to give a performance in services, which is superior to the properties of its individual materials. Profiled steel sheet dry board (PSSDB) is a composite system, which classified into macro composite system comprises of profiled steel sheet, cemboard and connected by self-tapping screw. This system when combined imposed strength and stiffness. The proposed of this system as a load-bearing wall give more advantages in building construction. It’s a lightweight structure, easy to fabricate and save a lot of time for installation work. In this thesis research, Profile Steel Sheet Dry Board has been treated as load-bearing wall, where it’s due to window opening using finite element method (LUSAS) has been analyzed. The model analyzed measures 1200 mm wide and 1000 mm high. A window opening of 400 mm by 400 mm is modeled as symmetrical position. LUSAS 13.5 software adopted to create the finite element model. The model was modeling using 3D thin shell elements as a profiled steel sheet (Bondek II) and dry board (Cemboard). A series of load had been assign to this model and the result are stated as follow; for load 256 kN/m the maximum displacement is 2.838 mm, for maximum stress is - 541.5 N/mm2 and for the maximum strain is 0.0071.
format	Student Project
author	Baharuddin, Hersaiful Herwan
author_facet	Baharuddin, Hersaiful Herwan
author_sort	Baharuddin, Hersaiful Herwan
title	Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
title_short	Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
title_full	Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
title_fullStr	Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
title_full_unstemmed	Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin
title_sort	analysis of pssdb wall panel with vertical butt joints in the dryboards / hersaiful herwan baharuddin
publisher	Faculty of Civil Engineering
publishDate	2004
url	http://ir.uitm.edu.my/id/eprint/18061/
first_indexed	2023-09-18T22:59:40Z
last_indexed	2023-09-18T22:59:40Z
_version_	1777418088708308992

Analysis of PSSDB wall panel with vertical butt joints in the dryboards / Hersaiful Herwan Baharuddin

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