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Volume 12 Issue 07
July 2026
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Author(s)
Sanjaykumar N. Sonune Dr. Nagesh L. Shelke Prof. Shoeb Kalyani
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
Keywords
Steel Frames
Semi-rigid Connections
Frye And Morris Polynomial Equation
Secant Stiffness
Paper ID
IJSARTV3I716073
Publication Date
July 20, 2017
Research Area
Civil Engineering