DOIONLINE

DOIONLINE NO - IJMPE-IRAJ-DOIONLINE-7298

Publish In
International Journal of Mechanical and Production Engineering (IJMPE)-IJMPE
Journal Home
Volume Issue
Issue
Volume-5,Issue-3  ( Mar, 2017 )
Paper Title
Semi Rigid Behaviour of Single Web Angle Connection
Author Name
S.Varsha, R.Senthil
Affilition
Final year student,M.E.Structural Engg., CEG,Anna university Chennai Professor,Division of Structural Engineering CEG,Anna university Chennai
Pages
37-40
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
  View Paper