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Racjonalne Projektowanie Belek Kablobetonowych
Design of post-tensioned prestressed concrete beams; three criterions for optimal design of above beams, namely, for minimum effective tensile force, minimum height of cross-section, and minimum area of cross section (minimum weight) are discussed; latter criterion seems most suitable for weight reduction in post-tensioned constructions and represents their basic advantage over reinforced concrete constructions; practical method of designing of post-tensioned prestressed concrete beams is proposed which eliminates use of method of successive approximations.
Racjonalne Projektowanie Belek Kablobetonowych
Design of post-tensioned prestressed concrete beams; three criterions for optimal design of above beams, namely, for minimum effective tensile force, minimum height of cross-section, and minimum area of cross section (minimum weight) are discussed; latter criterion seems most suitable for weight reduction in post-tensioned constructions and represents their basic advantage over reinforced concrete constructions; practical method of designing of post-tensioned prestressed concrete beams is proposed which eliminates use of method of successive approximations.
Racjonalne Projektowanie Belek Kablobetonowych
Racjonalne Projektowanie Belek Kablobetonowych
Gawecki, A. (Autor:in)
1965
35 pages
Aufsatz (Zeitschrift)
Englisch
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