The Structural Engineer > Archive > Volume 10 (1932) > Issues > Issue 3 > Correspondence. Pillar Design in Steel-Framed Buildings
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Correspondence. Pillar Design in Steel-Framed Buildings

Sir,-with reference to Mr. Drury’s paper of the January issue of the Journal, I cannot see on what basis Mr. Drury assumes 7 1/2 tons per sq. in. as total available stresses in a pillar which has a direct stress and bending stresses.