Corner Effects In Rigid Frames

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Title: Corner Effects In Rigid Frames

Author(s): Joseph A. Wise

Publication: Journal Proceedings

Volume: 35

Issue: 1

Appears on pages(s): 189-192

Keywords: none

Date: 1/1/1939

Abstract:
The moments in beams at the face of columns in rigid frames is less than the moment at the intersection of the center lines of the members. Also, the zone of intersection of the members, tends to cause an increase in stiffness at the ends. The problem is discussed and tentative method of obtaining the moment at face of column is proposed.