REVIEW OF COMPARISON BETWEEN CONVENTIONAL STEEL AND TUBULAR STEEL SECTION FOR MULTI SPAN INDUSTRIAL SHED WITH TRUSS AND PORTAL FRAME
| Author(s) | : | MananD.Maisuri1, HiteshK.Dhameliya, Hiten L.Kheni |
| Institution | : | 1M.Tech(Structure), ChhotubhaiGopalbhai Patel InsttitueOf Technology |
| Published In | : | Vol. 1, Issue 12 — December 2014 |
| Page No. | : | 116-118 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Most of the steel structures are built with different steel sections. As far as innovations in steel sections ratherconventional sections there are Square Hollow Section (SHS), Rectangular Hollow Section (RHS), and Tubular Sectionsare available. An attempt has been made here to identify difference in weight between conventional steel sections andtubular steel sections for design of multi span industrial shed. An attempt has been made to design and analyze multispan industrial shed with truss and portal frame and all checks for both of the sections is made with d raft code IS800:2007 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 ofsections is tabulated in form of consumption of steel for truss and portal frame
MananD.Maisuri1, HiteshK.Dhameliya, Hiten L.Kheni, “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), Vol. 1, Issue 12, pp. 116-118, December 2014.
