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Paper XIII.1

Minimum Weight Design of Cold-Formed Steel Sections

V. Thevendran and N.E. Shanmugam

Department of Civil Engineering, National University of Singapore, Singapore

doi:10.4203/ccp.2.13.1

V. Thevendran, N.E. Shanmugam, "Minimum Weight Design of Cold-Formed Steel Sections", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 369-375, 1985. doi:10.4203/ccp.2.13.1

Abstract

The paper deals with the minimum weight design of cold-formed hat-shaped steel sections in accordance with the AISI (1968) specifications. The results of the study are presented in the form of sectional dimensions and minimum weights. Results are compared in terms of different design considerations: different applied loadings, different span conditions, different span lengths and sections with or without intermediate stiffeners.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 2/3 PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XIII.1 Minimum Weight Design of Cold-Formed Steel Sections V. Thevendran and N.E. Shanmugam Department of Civil Engineering, National University of Singapore, Singapore doi:10.4203/ccp.2.13.1 purchase the full-text of this paper Full Bibliographic Reference for this paper V. Thevendran, N.E. Shanmugam, "Minimum Weight Design of Cold-Formed Steel Sections", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 369-375, 1985. doi:10.4203/ccp.2.13.1 Abstract The paper deals with the minimum weight design of cold-formed hat-shaped steel sections in accordance with the AISI (1968) specifications. The results of the study are presented in the form of sectional dimensions and minimum weights. Results are compared in terms of different design considerations: different applied loadings, different span conditions, different span lengths and sections with or without intermediate stiffeners. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £90 +P&P)
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