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A platform for research: civil engineering, architecture and urbanism
Quelques considerations sur une methode de calcul non classique des poutres en beton arme
Some consideration on non-classical design method for reinforced concrete beams; procedure derived from so-called method of connecting rods (latter meaning elementary rods of compressed concrete) is suggested for evaluation of tension forces in reinforcement of simply supported beam; in this procedure, each of elementary loads corresponding to infinitesimal elements along beam is considered as being transmitted to supports by two elementary rods connecting given point with supports; procedure is particularly useful for calculating longitudinal reinforcement in very high beams with distributed partial loads.
Quelques considerations sur une methode de calcul non classique des poutres en beton arme
Some consideration on non-classical design method for reinforced concrete beams; procedure derived from so-called method of connecting rods (latter meaning elementary rods of compressed concrete) is suggested for evaluation of tension forces in reinforcement of simply supported beam; in this procedure, each of elementary loads corresponding to infinitesimal elements along beam is considered as being transmitted to supports by two elementary rods connecting given point with supports; procedure is particularly useful for calculating longitudinal reinforcement in very high beams with distributed partial loads.
Quelques considerations sur une methode de calcul non classique des poutres en beton arme
Quelques considerations sur une methode de calcul non classique des poutres en beton arme
Racoillet, C. (author)
1967
5 pages
Article (Journal)
French
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