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Comparison of formulas for steel columns
Graphs of a number of familiar formulas prepared for allowable unit stress of 12,000 lb. per sq. in. in accordance with recommendation of Am. Soc. Civil Engrs.
Comparison of formulas for steel columns
Graphs of a number of familiar formulas prepared for allowable unit stress of 12,000 lb. per sq. in. in accordance with recommendation of Am. Soc. Civil Engrs.
Comparison of formulas for steel columns
Machy. (N. Y.)
Hunt, Barnes N. (author)
Machinery (New York) ; 27
1921
3 pages
4 Figs.
Article (Journal)
English
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