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Statistics report
Mar. 2021
Submitted Papers : 80
Accepted Papers : 10
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Acc. Perc : 12%
Issue Published : 92
Paper Published : 2081
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  Journal Paper


Paper Title :
Semi Rigid Behaviour of Single Web Angle Connection

Author :S.Varsha, R.Senthil

Article Citation :S.Varsha ,R.Senthil , (2017 ) " Semi Rigid Behaviour of Single Web Angle Connection " , International Journal of Mechanical and Production Engineering (IJMPE) , pp. 37-40, Volume-5,Issue-3

Abstract : Connections constitute a small percentage of the weight of a structure, but they have a relatively high labor content and hence represent a substantial percentage of total framing. Connection deformation is sometimes responsible for a substantial proportion of overall deflection of structure and it often has a significant bearing on the internal force distribution. Design of steel frames are carried out with the assumption that the beams-to-column connections are either rigid or pinned. Steel frames can be designed economically by incorporating the semi-rigid behaviour of the connection. Authors account the semi-rigid behaviour of single web angle connection in analysis by modifying the stiffness matrix and also proposed a partial moment release factor to simulate the semi-rigid behaviour in Staad pro. keywords- Single web angle connection ,Mathematical model, Stiffness matrix, Partial moment release factor

Type : Research paper


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