Comparative Study of Pre Engineered and Conventional Steel Building
Author(s):
B.Meena sai lakshmi, M.K.M.V.Ratnam, M.K.S.S.Krishna Chaitanya
Keywords:
Conventional steel Buildings, Pre Engineered Steel Buildings,Seismic forces, Staad Pro V8i
Abstract
Pre Engineered Steel Buildings (PEB) fulfils the requirements of industrial steel structures along with reduced time and cost as compared to Conventional Steel Buildings (CSB). This methodology is versatile not only due to its quality predesigning and prefabrication, but also due to its light weight and economical construction. In the present work, Pre Engineered Steel Buildings (PEB) and Conventional Steel Buildings is designed for static and dynamic forces, which include wind forces and seismic forces. In this work, an industrial building of 60m length, 30m width and 10m eave height is located at Vijayawada and with different roof slopes like 5.71° & 7.125° as Pre-Engineered Steel Building and Conventional steel Buildings with 5.71° slope of roof is analysed and designed by using STAAD Pro V8i. Dead load is taken according to IS: 875 (Part 1)-1987. Live load is taken according to IS: 875(Part 2)-1987.Wind analysis has been done as per IS 875 (Part 3) -1987, seismic analysis has been carried out as per IS 1893 (2002) and cold formed sections are designed as per IS 801-1975.
Article Details
Unique Paper ID: 142565

Publication Volume & Issue: Volume 2, Issue 3

Page(s): 124 - 129
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