Design and Analysis of Moment Resisting Bases of steel column by using IS:800-2007 code and AISC- 2010
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 10
Abstract
For structural analysis mathematical formulation are done. Structural analysis is based on boundary conditions. This boundary condition should be assumed. Support condition are main part. All moments ,displacements and structural stability is based on support condition. Column base plate behavior affects the stability and behavior of all structure. Fundamental parts of steel structure formed by steel column base plate. Existing literature on this subject includes analytical and experimental investigation aiming to determine the true behavior of column base, and to give more accurate representation aiming to determine the true behavior of column bases and to give more accurate representation of each element as part of realistic frames.
Authors and Affiliations
Mr. Sagar Mahadev Wandare, Mr. Nagendra M. V.
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