Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Approximate method for analyzing continuous girders and frames of reinforced concrete for bending moments, shears and reactions; maximum moments in continuous spans; derivation of moment distribution procedure; effect of haunches; shears and reactions; effect of joint; temperature and shrinkage stresses in continuous frames; economy of continuous construction; stiffness of continuous construction. (see also Contract Rec., vol. 43, no. 31, July 31, 1929, pp. 903-904)
Approximate method for analyzing continuous girders and frames of reinforced concrete for bending moments, shears and reactions; maximum moments in continuous spans; derivation of moment distribution procedure; effect of haunches; shears and reactions; effect of joint; temperature and shrinkage stresses in continuous frames; economy of continuous construction; stiffness of continuous construction. (see also Contract Rec., vol. 43, no. 31, July 31, 1929, pp. 903-904)
Continuity as a factor in reinforced concrete design
Am. Concrete Inst. -- Proc
Cross, H. (Autor:in)
1929
40 pages
16 Figs.
Aufsatz (Zeitschrift)
Englisch
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Continuity as a factor in reinforced concrete design
| Engineering Index Backfile | 1929
Continuity as a factor in reinforced concrete design
| Engineering Index Backfile | 1929
LANDMARK SERIES - Continuity As a Factor in Reinforced Concrete Design, Part 1
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LANDMARK SERIES - Continuity as a Factor in Reinforced Concrete Design, Part 3
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LANDMARK SERIES - Continuity as a Factor In Reinforced Concrete Design, Part 2
| Online Contents | 2003