Correspondence. Pillar Design in Steel-Framed Buildings
Date published

1st March 1933

First published: 1st March 1933

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Correspondence. Pillar Design in Steel-Framed Buildings

The Structural Engineer
Correspondence. Pillar Design in Steel-Framed Buildings
Date published

1st March 1933

First published

1st March 1933

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

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.

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The Institution of Structural Engineers

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Opinion Issue 3

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