Eccentrically-Loaded, Hinged Steel Columns

by R.E. Mason,
G.P. Fisher,
G. Winter,


Serial Information: Issue 4, Pg. 1-19


Document Type: Journal Paper

Abstract:

Experimental investigation of columns bent about minor axis parallel to flanges; tests preclude torsion, but produce maximum stresses over entire width of flanges; information obtained on load-deflection performance up to and considerably beyond ultimate loads; comparison of results with predicted failure loads calculated by other methods.



Subject Headings: Steel columns | Load tests | Failure loads | Eccentric loads | Hinges | Flanges | Maximum loads | Ultimate loads

Services: Buy this book/Buy this article

 

Return to search