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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. (author)
1929
40 pages
16 Figs.
Article (Journal)
English
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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
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