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Paper III.1

Comparative Design Study of Multi-Storey Steel Frames using Both the BS 5950 and AISC-LRFD Codes

doi:10.4203/ccp.56.3.1

E. Kameshki, "Comparative Design Study of Multi-Storey Steel Frames using Both the BS 5950 and AISC-LRFD Codes", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 51-60, 1998. doi:10.4203/ccp.56.3.1

Abstract

In this paper traditional design of rigid steel plane frame according to two codes of practice, the British Standard (BS 5950) : part 1 (1990) Structural Use of Steelwork in Building, and the American Institute of Steel Construction (AISC) Load and Resistance Factor Design (LRFD) (1986) is carried out. The frame is subjected to wind loading according to ANSl (1994) as per AlSC specifications and CP3 (1972) as per British Standard. In addition, vertical gravity dead and imposed loads are considered. A 15-storey, 3-bay frame was designed according to the AISC LRFD and BS 5950 using AISC standard sections and British Standard sections. The comparison of both designs revealed that the former code results in a lighter frame.

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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: 56 ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping Paper III.1 Comparative Design Study of Multi-Storey Steel Frames using Both the BS 5950 and AISC-LRFD Codes E. Kameshki Department of Civil and Architectural Engineering, University of Bahrain, Bahrain doi:10.4203/ccp.56.3.1 purchase the full-text of this paper Full Bibliographic Reference for this paper E. Kameshki, "Comparative Design Study of Multi-Storey Steel Frames using Both the BS 5950 and AISC-LRFD Codes", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 51-60, 1998. doi:10.4203/ccp.56.3.1 Abstract In this paper traditional design of rigid steel plane frame according to two codes of practice, the British Standard (BS 5950) : part 1 (1990) Structural Use of Steelwork in Building, and the American Institute of Steel Construction (AISC) Load and Resistance Factor Design (LRFD) (1986) is carried out. The frame is subjected to wind loading according to ANSl (1994) as per AlSC specifications and CP3 (1972) as per British Standard. In addition, vertical gravity dead and imposed loads are considered. A 15-storey, 3-bay frame was designed according to the AISC LRFD and BS 5950 using AISC standard sections and British Standard sections. The comparison of both designs revealed that the former code results in a lighter frame. 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 £95 +P&P)
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