The Structural Engineer > Archive > Volume 45 (1967) > Issues > Issue 9 > The Bending of Cantilever Towers Subjected to Side Loading
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The Bending of Cantilever Towers Subjected to Side Loading

The self-weight of a cantilever tower that is deflected from its stable vertical position, will, in contributing to the loading on the structure, magnify the deflections and bending moments throughout the structure. F.A. Gaydon and W.J. Lanarch

Author(s): Gaydon, F A;Lanarch, W J