Study on Different Truss Structures for Ware House Design

Authors

  • Babar Hussain M.Tech Scholar, Department of Civil Engineering, Sri Satya Sai University of Technology & Medical Science, Sehore, M.P, India
  • Dr Ajay Swarup Associate Professor, Department of Civil Engineering, Sri Satya Sai University of Technology & Medical Science, Sehore, M.P, India

DOI:

https://doi.org/10.24113/ijoscience.v3i7.31

Keywords:

Steel-section, Structural Optimization, Progressive Collapse, analysis, staad-pro.

Abstract

The present work presents a sizing optimization procedure for composite steel-3-dimensinal frames. An evolutionary optimization method is employed to minimize structural cost subject to constraints associated with:

(a) Indian provisions for safety of steel structures,

(b) I.S. 800:2007 provisions for safety of steel members,

(c) Structural system.

For the numerical analysis of steel structure, a variety of damage scenarios is considered. The results obtained demonstrate the effectiveness of the proposed optimization approach of particular importance is the investigation of the variation in the structural cost achieved when collapse resistance constraints are incorporated in the design process. By enforcing the satisfaction of additional design requirements on system resistance and safety against local failure, structural cost is inevitably increased. This increase is quantitatively explored by comparing designs obtained with and without collapse resistance constraints.

Here in this research work we will analyze two structures of same geometry and loadings with optimization of steel by using two different sections.

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References

M.G.Kalyanshetti, G.S.Mirajkar (2012, November-December). Comparison between Conventional Steel Structures and Tubular Steel Structures. International Journal of Engineering Research and Applications. Volume 2 (Issue 6), pp.1460-1464. www.ijera.com/papers/Vol2_issue6/HK2614601464.pdf.

. Trilok Gupta, Ravi K. S Harma (2013) “Comparative Study of Pre Engineered Steel Structure by Varying Width of structure” International Journal of Advanced Engineering Technology.

. Vaibhav B. Chavan et. al. (1990 in international journal of engineering research and application in vol.2 issue for july august1990.

. Togan Durmaz and Daloglu, Optimization of roof trusses under snow loads given in Turkish Codes, International conference on Engineering Structures, 28-33, (2006)

Anbuchezian.A, Dr. Baskar.G (2013) “Experimental study on cold formed steel purlin sections” Engineering Science and Technology: An International Journal (ESTIJ), ISSN: 2250-3498, Vol.3, No.2, April 2013 276

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Published

07/30/2017

How to Cite

Hussain, B., & Swarup, D. A. (2017). Study on Different Truss Structures for Ware House Design. SMART MOVES JOURNAL IJOSCIENCE, 3(7), 29–32. https://doi.org/10.24113/ijoscience.v3i7.31