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ANALYSIS OF SEMI-RIGID STEEL FRAMED STRUCTURE
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Author(s):
Sanjaykumar N. Sonune | Dr. Nagesh L. Shelke | Prof. Shoeb Kalyani
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Keywords:
Steel Frames, Semi-rigid Connections, Frye And Morris Polynomial Equation, Secant Stiffness
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Abstract:
This Paper Presents Analysis & Design Of 3 Storey Steel Framed Structure With Rigid, Pinned & Semi-rigid Connections, Under The Effect Of Dead Load, Live Load & Seismic Load (EQ). As Suggested By IS 800:2007 (Annexure-F) Secant Stiffness (rotational Stiff
Other Details
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Paper id:
IJSARTV3I716073
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Published in:
Volume: 3 Issue: 7 July 2017
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Publication Date:
2017-07-20
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