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Effect of screw distance on combined profile cold form steel in increasing the compression member capacity

The use of cold-formed steel (CFS) as a frame in a single-story structure building system has been widely applied. However, the use of cold-formed steel for multi-story buildings is still constrained in the structure system, especially column. In the conventional structure, columns used in large dim...

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Main Authors: Septiropa, Z., Osman, M. H., Abd. Rahman, A. B., Mohd. Ariffin, M. A.
Format: Conference or Workshop Item
Language:English
Published: 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/90009/1/ZamzamiSeptiropa2019_EffectofScrewDistance.pdf
http://eprints.utm.my/id/eprint/90009/
https://dx.doi.org/10.1088/1757-899X/527/1/012080
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spelling my.utm.900092021-03-29T05:57:41Z http://eprints.utm.my/id/eprint/90009/ Effect of screw distance on combined profile cold form steel in increasing the compression member capacity Septiropa, Z. Osman, M. H. Abd. Rahman, A. B. Mohd. Ariffin, M. A. TA Engineering (General). Civil engineering (General) The use of cold-formed steel (CFS) as a frame in a single-story structure building system has been widely applied. However, the use of cold-formed steel for multi-story buildings is still constrained in the structure system, especially column. In the conventional structure, columns used in large dimension, height, h> 150 mm and thickness, t> 1.2 mm which makes the construction cost expensive. An innovation of cold-formed steel combine profile into one compression member unit is very interesting to study, furthermore, previous research provides information on a variety of cold-formed steel behaviors with small dimensions of height, h <150 mm and thickness, t <1mm, which can be developed into columns with greater strength. There have been a lot of research on behavior on cold-formed steel, but the study on screw optimization especially on combined profile to become compression member still need to develop. From the compression test on double profile back to back and flange to flange length, l = 300 mm and screw distance variation, 25 to 150 mm with 50 mm intervals, indicating a response similarity at screw spacing 25 mm, 50 mm and 75 mm, while the screw distance 100 mm, 125 mm and 150 mm experienced backline capacity. 2019 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/90009/1/ZamzamiSeptiropa2019_EffectofScrewDistance.pdf Septiropa, Z. and Osman, M. H. and Abd. Rahman, A. B. and Mohd. Ariffin, M. A. (2019) Effect of screw distance on combined profile cold form steel in increasing the compression member capacity. In: 1th International Conference on Geotechnical Engineering in Tropical Regions (GEOTROPIKA) and 1st International Conference on Highway and Transportation Engineering (ICHITRA) 2019, 27-28 Feb 2019, Kuala Lumpur, Malaysia. https://dx.doi.org/10.1088/1757-899X/527/1/012080
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/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Septiropa, Z.
Osman, M. H.
Abd. Rahman, A. B.
Mohd. Ariffin, M. A.
Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
description The use of cold-formed steel (CFS) as a frame in a single-story structure building system has been widely applied. However, the use of cold-formed steel for multi-story buildings is still constrained in the structure system, especially column. In the conventional structure, columns used in large dimension, height, h> 150 mm and thickness, t> 1.2 mm which makes the construction cost expensive. An innovation of cold-formed steel combine profile into one compression member unit is very interesting to study, furthermore, previous research provides information on a variety of cold-formed steel behaviors with small dimensions of height, h <150 mm and thickness, t <1mm, which can be developed into columns with greater strength. There have been a lot of research on behavior on cold-formed steel, but the study on screw optimization especially on combined profile to become compression member still need to develop. From the compression test on double profile back to back and flange to flange length, l = 300 mm and screw distance variation, 25 to 150 mm with 50 mm intervals, indicating a response similarity at screw spacing 25 mm, 50 mm and 75 mm, while the screw distance 100 mm, 125 mm and 150 mm experienced backline capacity.
format Conference or Workshop Item
author Septiropa, Z.
Osman, M. H.
Abd. Rahman, A. B.
Mohd. Ariffin, M. A.
author_facet Septiropa, Z.
Osman, M. H.
Abd. Rahman, A. B.
Mohd. Ariffin, M. A.
author_sort Septiropa, Z.
title Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
title_short Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
title_full Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
title_fullStr Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
title_full_unstemmed Effect of screw distance on combined profile cold form steel in increasing the compression member capacity
title_sort effect of screw distance on combined profile cold form steel in increasing the compression member capacity
publishDate 2019
url http://eprints.utm.my/id/eprint/90009/1/ZamzamiSeptiropa2019_EffectofScrewDistance.pdf
http://eprints.utm.my/id/eprint/90009/
https://dx.doi.org/10.1088/1757-899X/527/1/012080
_version_ 1696976248154095616
score 13.211869

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