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Analysis of Steel Beam Column Joint by Using Cantilever Weight by using ANSYSBy vishawadeep ghodajkar, RAJMAHENDRA SAWANT
Abstract: The steel beam column joint is ideally pinned, semi rigid or fully rigid. As per previous study the semi rigid connections are subjected to moment rotation relationship joint of structure and the behavior of beam column joints in steel frames can be represented by its cantilever weight behavior which is primarily shown by the moment rotation relationship. During the past decade, extensive research has been conducted on the analysis and …
Published in Recent Trends in Civil Engineering & Technology · Vol. 9, Issue 1, 2019 · pp. 23–29 Read article →