Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim

A study on the behavior of Profile Steel Sheet Dry Board (PSSDB) with Window Opening was carried out experimentally. Profiled steel sheeting dry board system is a composite system that can be constructed as load bearing structures building system. This panel system consists of two dry boards (cemboa...

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Main Author: Hj Abdul Rahim, Mohd Shaiful Azman
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2002
Online Access:http://ir.uitm.edu.my/id/eprint/18080/1/PPb_MOHD%20SHAIFUL%20AZMAN%20ABDUL%20RAHIM%20EC%2002_5.pdf
http://ir.uitm.edu.my/id/eprint/18080/
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spelling my.uitm.ir.180802019-02-18T01:49:52Z http://ir.uitm.edu.my/id/eprint/18080/ Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim Hj Abdul Rahim, Mohd Shaiful Azman A study on the behavior of Profile Steel Sheet Dry Board (PSSDB) with Window Opening was carried out experimentally. Profiled steel sheeting dry board system is a composite system that can be constructed as load bearing structures building system. This panel system consists of two dry boards (cemboard) attached to profiled steel sheet (Bondek II) using mechanical connectors (self-drill screws) to form a core panel. PSSDB is a new innovative composite construction system with potential to be expended in application as an alternative to flooring, wall unit and roofing system. This research included some aspects including the testing apparatus, testing method and the analysis of the results. The specimens tested were of the Profiled Steel Sheet Dryboard with window opening. There were 3 samples tested in this research. The first two samples consist of overlap PSS and the other sample was non-overlapped. The size of each specimen is 1000mm x 600mm and the window opening at the center of the specimen is 400mm x 240mm. The specimens were subjected to axial load. Comparisons were made between the specimen with overlap and that without overlap. The parameters measured were ultimate load capacity and deformation patterns. The ultimate load capacity for overlap sample was found to be 180.5kN and 173.3kN and 68.4 kN for non-overlap. Faculty of Civil Engineering 2002 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18080/1/PPb_MOHD%20SHAIFUL%20AZMAN%20ABDUL%20RAHIM%20EC%2002_5.pdf Hj Abdul Rahim, Mohd Shaiful Azman (2002) Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim. [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
description A study on the behavior of Profile Steel Sheet Dry Board (PSSDB) with Window Opening was carried out experimentally. Profiled steel sheeting dry board system is a composite system that can be constructed as load bearing structures building system. This panel system consists of two dry boards (cemboard) attached to profiled steel sheet (Bondek II) using mechanical connectors (self-drill screws) to form a core panel. PSSDB is a new innovative composite construction system with potential to be expended in application as an alternative to flooring, wall unit and roofing system. This research included some aspects including the testing apparatus, testing method and the analysis of the results. The specimens tested were of the Profiled Steel Sheet Dryboard with window opening. There were 3 samples tested in this research. The first two samples consist of overlap PSS and the other sample was non-overlapped. The size of each specimen is 1000mm x 600mm and the window opening at the center of the specimen is 400mm x 240mm. The specimens were subjected to axial load. Comparisons were made between the specimen with overlap and that without overlap. The parameters measured were ultimate load capacity and deformation patterns. The ultimate load capacity for overlap sample was found to be 180.5kN and 173.3kN and 68.4 kN for non-overlap.
format Student Project
author Hj Abdul Rahim, Mohd Shaiful Azman
spellingShingle Hj Abdul Rahim, Mohd Shaiful Azman
Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
author_facet Hj Abdul Rahim, Mohd Shaiful Azman
author_sort Hj Abdul Rahim, Mohd Shaiful Azman
title Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
title_short Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
title_full Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
title_fullStr Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
title_full_unstemmed Behavior of profiled steel sheet dry board system with window opening / Mohd Shaiful Azman Hj Abdul Rahim
title_sort behavior of profiled steel sheet dry board system with window opening / mohd shaiful azman hj abdul rahim
publisher Faculty of Civil Engineering
publishDate 2002
url http://ir.uitm.edu.my/id/eprint/18080/1/PPb_MOHD%20SHAIFUL%20AZMAN%20ABDUL%20RAHIM%20EC%2002_5.pdf
http://ir.uitm.edu.my/id/eprint/18080/
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score 13.209306