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Design of partially prestressed concrete beams
Discussion of design of "partially" prestressed concrete beams covers also limiting cases of "fully" prestressed and ordinary reinforced concrete beams; cross section is based on ultimate load conditions and required effective prestressing force is related to allowable nominal concrete tensile stress which for definite reinforcing percentage ratio insures that under service load widest crack does not exceed permissible width; type of steel required for nontensioned reinforcement is governed by permissible maximum deflection.
Design of partially prestressed concrete beams
Discussion of design of "partially" prestressed concrete beams covers also limiting cases of "fully" prestressed and ordinary reinforced concrete beams; cross section is based on ultimate load conditions and required effective prestressing force is related to allowable nominal concrete tensile stress which for definite reinforcing percentage ratio insures that under service load widest crack does not exceed permissible width; type of steel required for nontensioned reinforcement is governed by permissible maximum deflection.
Design of partially prestressed concrete beams
Am Concrete Inst -- J
Abeles, P.W. (author)
1967
9 pages
Article (Journal)
English
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