The Structural Engineer > Archive > Volume 24 (1946) > Issues > Issue 5 > Rapid Analysis of Frames and Arches not Amenable to Moment Distribution Methods
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Rapid Analysis of Frames and Arches not Amenable to Moment Distribution Methods

1. FOREWORD To effect anything approaching an exact analysis of a statically indeterminate framework of a large number of degrees of redundancy, some system of Moment Distribution must be adopted, the first published work on which is due to Hardy Cross.* T.P. O'Sullivan

Author(s): O'Sullivan, T P