Eccentric beam to column junctions

Code feature section

  • F. H. Mead Ministry of Works, Auckland, New Zealand

Abstract

May I, through the Society's Bulletinf draw attention to a stress condition occasionally occurring in framed structures which, I believe, is little recognised and seldom provided for. I refer to torsional and other stresses developed in columns as a result of lateral loads applied to frames with eccentric beam/column connections.

Published
1970-03-31
How to Cite
Mead, F. H. (1970). Eccentric beam to column junctions. Bulletin of the New Zealand Society for Earthquake Engineering, 3(1), 24-25. https://doi.org/10.5459/bnzsee.3.1.24-25
Section
Articles