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Investigation on stress profile of double bolted cold-formed steel channel beam

Cold-formed steel sections are popular nowadays with a lot of advantages such as lightweight, thinner, less maintenance and ease to transport. With a lot of advantages, the study used two channels and bolted side by side to produce beam. The beam is established with symmetrical section and their str...

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Main Authors: Muftah, Fadhluhartini, Muda, Mohd. Fakri, Mohd. Sani, Mohd. Syahrul Hisyam, Tan, Cher Siang
Format: Article
Published: 2013
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/47888/
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spelling my.utm.478882017-01-31T07:35:23Z http://eprints.utm.my/id/eprint/47888/ Investigation on stress profile of double bolted cold-formed steel channel beam Muftah, Fadhluhartini Muda, Mohd. Fakri Mohd. Sani, Mohd. Syahrul Hisyam Tan, Cher Siang TA Engineering (General). Civil engineering (General) Cold-formed steel sections are popular nowadays with a lot of advantages such as lightweight, thinner, less maintenance and ease to transport. With a lot of advantages, the study used two channels and bolted side by side to produce beam. The beam is established with symmetrical section and their strength investigated due to bending. The arrangement of the bolt is important to determine the relationship of the strength. In the study, there are 3 types arrangement of bolt spacing. The high stress illustrated in this study is recorded with bolt spacing 225 mm and end bolt spacing 230 mm. The stress showed lowest value when compared with hollow, solid section and reinforced concrete beam. 2013 Article PeerReviewed Muftah, Fadhluhartini and Muda, Mohd. Fakri and Mohd. Sani, Mohd. Syahrul Hisyam and Tan, Cher Siang (2013) Investigation on stress profile of double bolted cold-formed steel channel beam. International Journal of Engineering and Technology, 5 (4). pp. 466-468. ISSN 1793-8236
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Muftah, Fadhluhartini
Muda, Mohd. Fakri
Mohd. Sani, Mohd. Syahrul Hisyam
Tan, Cher Siang
Investigation on stress profile of double bolted cold-formed steel channel beam
description Cold-formed steel sections are popular nowadays with a lot of advantages such as lightweight, thinner, less maintenance and ease to transport. With a lot of advantages, the study used two channels and bolted side by side to produce beam. The beam is established with symmetrical section and their strength investigated due to bending. The arrangement of the bolt is important to determine the relationship of the strength. In the study, there are 3 types arrangement of bolt spacing. The high stress illustrated in this study is recorded with bolt spacing 225 mm and end bolt spacing 230 mm. The stress showed lowest value when compared with hollow, solid section and reinforced concrete beam.
format Article
author Muftah, Fadhluhartini
Muda, Mohd. Fakri
Mohd. Sani, Mohd. Syahrul Hisyam
Tan, Cher Siang
author_facet Muftah, Fadhluhartini
Muda, Mohd. Fakri
Mohd. Sani, Mohd. Syahrul Hisyam
Tan, Cher Siang
author_sort Muftah, Fadhluhartini
title Investigation on stress profile of double bolted cold-formed steel channel beam
title_short Investigation on stress profile of double bolted cold-formed steel channel beam
title_full Investigation on stress profile of double bolted cold-formed steel channel beam
title_fullStr Investigation on stress profile of double bolted cold-formed steel channel beam
title_full_unstemmed Investigation on stress profile of double bolted cold-formed steel channel beam
title_sort investigation on stress profile of double bolted cold-formed steel channel beam
publishDate 2013
url http://eprints.utm.my/id/eprint/47888/
_version_ 1643652399231926272
score 13.211869

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