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Consideration of concrete members subjected to compression and bending in which section is symmetrical in regard to disposition of concrete and steel and centroid of whole section coincides with central axis of area; examples demonstrate use of formulas and curves shown, in solving eccentrically loaded columns.
Consideration of concrete members subjected to compression and bending in which section is symmetrical in regard to disposition of concrete and steel and centroid of whole section coincides with central axis of area; examples demonstrate use of formulas and curves shown, in solving eccentrically loaded columns.
Eccentrically loaded concrete columns
Civ Eng (Lond)
Wilson, W.S. (author)
1944
3 pages
Article (Journal)
English
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