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A platform for research: civil engineering, architecture and urbanism
Design of eccentrically-loaded columns by load-factor method
Mar 1958 v 53 n 3 p 119-128: Equations and graphs are derived for columns with unsymmetrical cold-worked reinforcement, and charts include whole range of combined bending and compression; no allowance is made for reduction in area of concrete due to compressive steel. May v 53 n 5 p 201-211: Unsymmetrical mild steel reinforcement; charts give total area of steel required and proportions to be used near each face.
Design of eccentrically-loaded columns by load-factor method
Mar 1958 v 53 n 3 p 119-128: Equations and graphs are derived for columns with unsymmetrical cold-worked reinforcement, and charts include whole range of combined bending and compression; no allowance is made for reduction in area of concrete due to compressive steel. May v 53 n 5 p 201-211: Unsymmetrical mild steel reinforcement; charts give total area of steel required and proportions to be used near each face.
Design of eccentrically-loaded columns by load-factor method
Concrete Constr Eng
Bennett, J.D. (author)
1958
Article (Journal)
English
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