A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Approximate calculation of load carrying capacity of asymmetrically loaded reinforced concrete compression members; approximate limit analysis method described makes it possible to determine deflection of asymmetrically depressed reinforced concrete bar for ultimate tension of endangered cross-section; calculated loading capacity is compared with results of buckling tests.
Approximate calculation of load carrying capacity of asymmetrically loaded reinforced concrete compression members; approximate limit analysis method described makes it possible to determine deflection of asymmetrically depressed reinforced concrete bar for ultimate tension of endangered cross-section; calculated loading capacity is compared with results of buckling tests.
Naeherungsweise Berechnung der Traglasten ausmittig belasteter Stahlbetondruckglieder
Naeherungsweise Berechnung der Traglasten ausmittig belasteter Stahlbetondruckglieder
Quast, U. (author)
1967
4 pages
Article (Journal)
German
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