REVIEW OF COMPARISON BETWEEN CONVENTIONAL STEEL AND TUBULAR STEEL SECTION FOR MULTI SPAN INDUSTRIAL SHED WITH TRUSS AND PORTAL FRAME

Authors

  • MananD.Maisuri1 1M.Tech(Structure), ChhotubhaiGopalbhai Patel InsttitueOf Technology
  • HiteshK.Dhameliya Asst. prof. Civil Department,ChhotubhaiGopalbhai Patel InsttitueOf Technology
  • Hiten L.Kheni Asst. prof. Civil Department, ChhotubhaiGopalbhai Patel InsttitueOf Technology

Keywords:

Truss, portal frame, conventional steel section, hollow steel section

Abstract

Most of the steel structures are built with different steel sections. As far as innovations in steel sections rather
conventional sections there are Square Hollow Section (SHS), Rectangular Hollow Section (RHS), and Tubular Sections
are available. An attempt has been made here to identify difference in weight between conventional steel sections and
tubular steel sections for design of multi span industrial shed. An attempt has been made to design and analyze multi
span industrial shed with truss and portal frame and all checks for both of the sections is made with d raft code IS
800:2007 and IS 806 for limit state design of given problem with conventional and tubular steel sections respectively.
Manually analyzed data is checked by structural software STAAD PRO V8i.The result obtained by the both types of
sections is tabulated in form of consumption of steel for truss and portal frame

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Published

2014-12-25

How to Cite

MananD.Maisuri1, HiteshK.Dhameliya, & Hiten L.Kheni. (2014). REVIEW OF COMPARISON BETWEEN CONVENTIONAL STEEL AND TUBULAR STEEL SECTION FOR MULTI SPAN INDUSTRIAL SHED WITH TRUSS AND PORTAL FRAME. International Journal of Advance Engineering and Research Development (IJAERD), 1(12), 116–118. Retrieved from https://www.ijaerd.org/index.php/IJAERD/article/view/383

Issue

Vol. 1 No. 12 (2014): Volume 1 Issue 12 (December-2014)

Section

Articles