The effect of wind load to non-engineering roof system

Roof collapse due to wind load impact on roof sheeting during thunderstorm was reported. This failure of roof sheeting was lead to destruction to the nonengineering house. In most cases, failure of roof sheeting based on two points, either on material roof sheeting or at Connection of roof sheeting....

Full description

Bibliographic Details
Main Author:	Muhammad Hashra Izreen, Mohd Hashidin
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TJ Mechanical engineering and machinery
Online Access:	http://umpir.ump.edu.my/id/eprint/10247/ http://umpir.ump.edu.my/id/eprint/10247/ http://umpir.ump.edu.my/id/eprint/10247/1/MUHAMMAD%20HASHRA%20IZREEN%20BIN%20MOHD%20HASHIDIN.PDF

id	ump-10247
recordtype	eprints
spelling	ump-102472015-09-15T07:00:55Z http://umpir.ump.edu.my/id/eprint/10247/ The effect of wind load to non-engineering roof system Muhammad Hashra Izreen, Mohd Hashidin TJ Mechanical engineering and machinery Roof collapse due to wind load impact on roof sheeting during thunderstorm was reported. This failure of roof sheeting was lead to destruction to the nonengineering house. In most cases, failure of roof sheeting based on two points, either on material roof sheeting or at Connection of roof sheeting. It was observed that the most failure of roof sheeting is likely occurred for non-engineering building. Base on MS 1553:2002 wind load for building structure, structure element should be able to resist wind load up to 32.5 m/s. Therefore this study is conducted to identify the possibility of the failure of Corrugated Galvanised Iron roof sheeting for non engineering buildings. The study focus on the connection between roof CGI sheet and purlin. Nail connection are been used in this study, while 4 different spacing distance between connection are used which are 300 mm. 450 mm, 600 mm and 900 mm. Finite Element Software were used in this study to analyse and identify the load distribution. From the result it shown that the maximum spacing of nail connection is 500 mm to resist the wind load recommended by MS 1553:2002. From the result it can be conclude enclose by increasing the spacing of connection it will lead to increase the failure of CGI roof sheeting. 2014-07 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10247/1/MUHAMMAD%20HASHRA%20IZREEN%20BIN%20MOHD%20HASHIDIN.PDF Muhammad Hashra Izreen, Mohd Hashidin (2014) The effect of wind load to non-engineering roof system. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84660&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TJ Mechanical engineering and machinery
spellingShingle	TJ Mechanical engineering and machinery Muhammad Hashra Izreen, Mohd Hashidin The effect of wind load to non-engineering roof system
description	Roof collapse due to wind load impact on roof sheeting during thunderstorm was reported. This failure of roof sheeting was lead to destruction to the nonengineering house. In most cases, failure of roof sheeting based on two points, either on material roof sheeting or at Connection of roof sheeting. It was observed that the most failure of roof sheeting is likely occurred for non-engineering building. Base on MS 1553:2002 wind load for building structure, structure element should be able to resist wind load up to 32.5 m/s. Therefore this study is conducted to identify the possibility of the failure of Corrugated Galvanised Iron roof sheeting for non engineering buildings. The study focus on the connection between roof CGI sheet and purlin. Nail connection are been used in this study, while 4 different spacing distance between connection are used which are 300 mm. 450 mm, 600 mm and 900 mm. Finite Element Software were used in this study to analyse and identify the load distribution. From the result it shown that the maximum spacing of nail connection is 500 mm to resist the wind load recommended by MS 1553:2002. From the result it can be conclude enclose by increasing the spacing of connection it will lead to increase the failure of CGI roof sheeting.
format	Undergraduates Project Papers
author	Muhammad Hashra Izreen, Mohd Hashidin
author_facet	Muhammad Hashra Izreen, Mohd Hashidin
author_sort	Muhammad Hashra Izreen, Mohd Hashidin
title	The effect of wind load to non-engineering roof system
title_short	The effect of wind load to non-engineering roof system
title_full	The effect of wind load to non-engineering roof system
title_fullStr	The effect of wind load to non-engineering roof system
title_full_unstemmed	The effect of wind load to non-engineering roof system
title_sort	effect of wind load to non-engineering roof system
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/10247/ http://umpir.ump.edu.my/id/eprint/10247/ http://umpir.ump.edu.my/id/eprint/10247/1/MUHAMMAD%20HASHRA%20IZREEN%20BIN%20MOHD%20HASHIDIN.PDF
first_indexed	2023-09-18T22:09:39Z
last_indexed	2023-09-18T22:09:39Z
_version_	1777414942113136640

The effect of wind load to non-engineering roof system

Similar Items