Comparative Study of Conventional Steel Structure and Pre-Engineered Steel Structure (PEB)
Rohit C. Pingle1, P. J. Salunke2, N. G. Gore3, V. G. Sayagavi4
1Mr. Rohit C. Pingle, (PG Student) Department of Civil Engineering, MGM’s College of Engineering and Technology, Navi Mumbai, India.
2Prof. N. G. Gore, (Guide) Department of Civil Engineering, MGM’s College of Engineering and Technology, Navi Mumbai, India.
3Prof. P. J. Salunke, Department of Civil Engineering, MGM’s College of Engineering and Technology, Navi Mumbai, India.
4Prof. V. G. Sayagavi, Department of Civil Engineering, MGM’s College of Engineering and Technology, Navi Mumbai, India.
Manuscript received on May 02, 2015. | Revised Manuscript received on May 08, 2015. | Manuscript published on May 25, 2015. | PP:1-5 | Volume-3 Issue-7, May 2015. | Retrieval Number: G0969053715
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© The Authors. Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The present investigation is aimed at comparison of conventional steel building with pre-engineered buildings. The present construction methodology for buildings calls for the best aesthetic look, high quality & fast construction, cost effective & innovative touch and as Steel is a preferred material for construction, due to its various advantages like quality, aesthetics, economy and environmental conditions. In this investigation the portal frame of ware house of different spanning like 30 m, 25 m, 20m, 15m with the different crane capacity like 5 tons, 10 tons, 15tons, 20 tons on each span is carried out using standard computer software like STAAD PRO V8i. And the design calculation is done with the help of IS800- 2007. As well as for the cold formed sections IS801-1975 is used. The design is done for both conventional steel structure and Pre-engineered steel structure for the all spans with crane load.
Keywords: Conventional steel, Pre-engineered steel, crane load, Comparative Study.