A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Circular reinforced concrete columns subjected to direct stress and bending
Procedure developed for designing eccentrically loaded round columns for bridge pier bents is based on Am Assn of State Highway Officials' bridge specifications for allowable loads; plotted curves given for range of 24 to 60-in. diam columns in 6-in. intervals and for three quantities of reinforcing steel; examples show various steps.
Circular reinforced concrete columns subjected to direct stress and bending
Procedure developed for designing eccentrically loaded round columns for bridge pier bents is based on Am Assn of State Highway Officials' bridge specifications for allowable loads; plotted curves given for range of 24 to 60-in. diam columns in 6-in. intervals and for three quantities of reinforcing steel; examples show various steps.
Circular reinforced concrete columns subjected to direct stress and bending
Pub Roads
Toprac, A. (author)
Public Roads ; 30
1959
5 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Reinforced concrete columns subjected to bending
| Engineering Index Backfile | 1962
Reinforced concrete columns subjected to bending about both principal axes
| Engineering Index Backfile | 1941
Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending
| Online Contents | 2009
Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending
| Online Contents | 2009