1970
DOI: 10.5459/bnzsee.3.1.24-25
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Eccentric beam to column junctions

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.

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