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International Journal of Scientific and Engineering Research
ISSN Online 2229-5518
ISSN Print: 2229-5518 10    
Website: http://www.ijser.org
scirp IJSER >> Volume 2, Issue 10, October 2011 Edition
Design Aids of Flexural Members And Beam-columns Based On Limit State Method
Full Text(PDF, 3000)  PP.  
Author(s)
Prof. Ravindra Bhimarao kulkarni, Vikas Arjun Patil
KEYWORDS
IS:800-2007, Factored load.
ABSTRACT
The latest version of the Code of Practice for general construction in steel, IS 800-2007 is based on Limit State Method of design. The design concept is totally changed in comparison to earlier code IS-800-1984 which is based on elastic method. The design based on limit state method involves many equations and parameters. Therefore the design of steel structural members and connections involves tedious equations. In the present work, the detailed study has been carried out on the design of flexure members and beam-columns for channel section and effort is made to prepare design aids in the form of graphs, which is very useful to the practicing Structural Engineers. The use of charts for the design of flexure members and beam-columns will save the steel designer's time considerably.
References
[1] Teaching Resource in Design of Steel Structures IIT Madras, SERC Madras, Anna Univ., INSDAG

[2] Dr S R Satish Kumar and A.R.Santha Kumar, “Beam Columns”, Structural Engineering Laboratory, Dept. of Civil Engineering, IIT Madras, Chennai.

[3] Vinod I. Hosur and Aand N. Shetty , (2004) “Design charts for steel compression member as per 18:800-1984 and AISC-LRFD” Journal of Structural Engineering Vol. 30, No. 4, January- March 2004.

[4] J. Daniel Ronald Joseph, K. Balaji Roa and M. B. Anoop,(2010)“Probabilistic analysis of steel columns designed based on IS: 800-2007” ” Journal of Structural Engineering Vol. 37, No. 2, June-July 2010.

[5] N.S. Trahaie, (2004) “Biaxial Bending of Steel Angle Section Beams” Journal of Structural Engineering @ ASCE / April 2004, pg no.554-561.

[6] N.S.Trahaie, (2005)“Buckling and Torsion of Steel Equal Angle Beams” Journal of Structural Engineering @ ASCE / March 2005, pg no.467-471.

[7] N.S.Trahaie, (2005) “Buckling and Torsion of Steel Unequal Angle Beams” Journal of Structural Engineering @ ASCE / March 2005, pg no.474-480.

[8] D.S. Rajendra Prasad, (2010) “Design of Steel Structures” (Compliance to IS 800:2007 code) Sapna Book House, 3rd Main Road, Gandhinagar, Banglore- 560009.

[9] V. Kalyanaraman, ”Design of Beam Columns” Dept. of Civil Engineering, IIT Madras, Chennai.

[10] Dr. N. Subramanian, (2008 ). Design of Steel Structures, Oxford University Press, New Delhi, 1240pp.

[11] IS 800:2007 (2007), Indian standard code of practice for General Construction in Steel, Bureau of Indian Standards, New Delhi, Dec.,143pp.

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