Tan, Cher Siang and Muftah, Fadhluhartini and Mohd. Sani, Mohd. Syahrul Hisyam and Muda, Mohd Fakri (2013) Investigation on stress profile of double bolted coldformed steel channel beam. International Journal of Engineering and Technology, 5 (4). pp. 466-468. ISSN 1793-8236
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Official URL: http://dx.doi.org/10.7763/IJET.2013.V5.598
Abstract
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.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | stress profile, double bolted cold-formed steel channel, beam |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering |
| ID Code: | 40357 |
| Deposited By: | Narimah Nawil |
| Deposited On: | 19 Aug 2014 02:05 |
| Last Modified: | 25 Mar 2019 08:18 |
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