The Steel Cross Sections Available in the Libyan Shops and Their Using
Article Sidebar
-
Steel Sections, Steel Columns, Buckling and Torsion, Libyan Market, Multiple Stories
Abstract
In this research the demonstration of the importance of using small steel cross sections accomplished which are fabricated in Libya, in the Musrata steel factory, which is available in the Libyan markets. connection of sections by technical possibilities to obtain suitable dimensions: length, width, and thickness to employ in the engineering structures. The connection of many elements is used for obtaining sufficient ability to be buckling, deflected, and torsion. A study has been conducted on one of the steel profiles that is available in the Libyan markets to illustrate the importance and opportunity of employment in the multiple-story steel buildings. A large range of employing small cross sections by connecting them together to obtain cross sections has the ability to gain the applied loads and satisfy engineering demands. The use of steel structures has a large range in the constructions in the cold and hot countries. The focus is to obtain a suitable procedure for the operation of thermal protection. Two different methods were amplified in thdesignng to illustrate the opportunity of obtaining an amount of story from each method. A study conducted on the profile channel 140 * 60 * 16 Kg/m to determine the ability of the bearing to hold the loads and determine the amount of story that may be conducted by this profile. It is possible to combine two or more of the cross sections to build multiple stories, but not more than four according to the selected dimensions, and that depends on the selected perfect manner of suitable combination of the column and the spaces between its components. Two methods were conducted to combine the columns; the first method employs bars with an area of cross section of 40 mm, 15 mm, and 559 mm in length and an angle with a 40-degree inclination with the vertical axis. However, the second method depends on the support of the column with plates, its width of 265 mm, thickness 12 mm, and its length of 400 mm.
Full text article
References
1- المنشآت المعدنية - تصميم المنشآت الفولاذية – الدكتور رامز رسلان - جامعة دمشق.
2- الانشاءات المعدنية - الدكتور محمد غياث صائم الدهر.
3- تصميم العناصر والوصلات الفولاذية - الدكتور محمد أيمن عبدالسلام والدكتور محمد نزيه ايلوش.
4- المنشآت المعدنية - المعادن الإنشائية - التحليل اللدن الدكتور محمد نزيه ايلوش والدكتور مهمد أيمن عبدالسلام.
[5]-Structural steel work –Design to limit state theory Dennis Lam (School of Civil Engineering –The University of Leeds-Leeds –UK)
[6]-Thien-Cheong Ang (School of Civil and Environmental Engineering –Nanyang Technological University. Singapore)
[7]-Sing-Ping Chiew (School of Civil and Environmental Engineering –Nanyang Technological University. Singapore)
[8]-Steel Structures –Practical design studies –Second Edition –T.J. MacGinley Formerly Associate Professor
[9]-(School of Civil and Environmental Engineering –Nanyang Technological University. Singapore)
[10]-Structural Steelwork Calculations and Detailing –T.J. MacGinley.
[11]-Al Nageim, H.& MacGinley T. J., 2005. Steel structures, practical design studies. The 3rd Edition of this popular book now contains references to both Eurocodes and British Standards.
[on line].
[12]-Ambrose J. E., 1997. Simplified design of steel structures. Seven Edition. Newyork. John wiley and Sons, INC. New York. based on the work of the late Harry Parker.
[13]-Ballio G. & Mazolani F.M.,1983. Theory and design of steel structures. London. Champan and Hall, London and Newyork.
[14]-13. Beale, R. G., Godely, M. H. R., & Enjily, V., 2001. Atheoretiacal and experimental investigation into cold-formed channel sections in bending with the unstiffend flanges in compression, computres and structures. 79. 2403-2411.
[15]-British standard Institution, 2009. (BS EN 1993-1-3:2006 ) and Eurocode (EN 1993-1-3:2006 (E)), London, BSI
[16]-Cherry, s., 1996. The stability of beams with buckled compression flanges. Thin-walled structures. 25 277-285.
[17]-Chu, X.,Ye. Z., Li, L., Kettle R., 2004. Buckling behaviour of cold-formed channel sections under uniformly distributed loads, Thin-Walled Structures. 43 531–542.
[18]-Chu, X., Rickard, J. & Li, L., 2005. Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins. Thin-Walled Structures. 43 800–810.
[19]-Chu, X., Kettle R. & Li, L., 2004. Lateral-torsion buckling analysis of partial-laterally restrained thin-walled channel-section beams. Journal of Constructional Steel Research. 60 1159–1175.
Authors
This work is licensed under a Creative Commons Attribution 4.0 International License.
In a brief statement, the rights relate to the publication and distribution of research published in the journal of the University of Sebha where authors who have published their articles in the journal of the university of Sebha should how they can use or distribute their articles. They reserve all their rights to the published works, such as (but not limited to) the following rights:
- Copyright and other property rights related to the article, such as patent rights.
- Research published in the journal of the University of Sebha and used in its future works, including lectures and books, the right to reproduce articles for their own purposes, and the right to self-archive their articles.
- The right to enter a separate article, or for a non-exclusive distribution of their article with an acknowledgment of its initial publication in the journal of Sebha University.
Privacy Statement The names and e-mail addresses entered on the Sabha University Journal site will be used for the aforementioned purposes only and for which they were used.