A platform for research: civil engineering, architecture and urbanism
Reasons for loading unsymmetrical beams in plane of major principal axis; method for determining axis for unsymmetrically reinforced concrete sections in cracked-elastic and cracked-plastic stages; design equations and examples.
Reasons for loading unsymmetrical beams in plane of major principal axis; method for determining axis for unsymmetrically reinforced concrete sections in cracked-elastic and cracked-plastic stages; design equations and examples.
Design of unsymmetrical reinforced concrete sections
Am Concrete Inst -- J
Siev, A. (author)
1960
12 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Reinforced concrete beams with unsymmetrical cross-sections
Engineering Index Backfile | 1911
|Elastic design of reinforced concrete sections
Engineering Index Backfile | 1965
|Economic design of rectangular reinforced-concrete sections
Engineering Index Backfile | 1949
|Method of design of reinforced concrete sections
Engineering Index Backfile | 1958
|Design of eccentrically loaded reinforced concrete sections
Engineering Index Backfile | 1927
|