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Application of moment distribution to members of varying section
It is shown how fixed end moments for loading and stiffness and carry-over factors may be derived from one table of summations; example given.
Application of moment distribution to members of varying section
It is shown how fixed end moments for loading and stiffness and carry-over factors may be derived from one table of summations; example given.
Application of moment distribution to members of varying section
Concrete Constr Eng
Clenshaw, W.C. (Autor:in)
1942
5 pages
Aufsatz (Zeitschrift)
Englisch
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