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STRESS ANALYSIS

Functions for solution of three-moment eąuation for beam columns with non-uniform loads, by John E. Younger. Transactions of the A.S.M.E., New York, 1936, v. 58, p. 433-34. diagrs., illus., tables.

Sulla eąuazione dei tre momenti per una trave continua, etc.,di C. Minelli, L. Cesari e F. Conforto. Pubblicazioni ael-l^Istituto per le applicazioni ćel calcclo del Consiglio nazionale delle recerche, 1936, no. 15.

Contribución al calculo de largueros y estabilidaa elastica.

Diagrama de Howard. Teorema de los tres momentos compuestos. por Jose Cubillo Fluiters. Revista de aeronautica, Madrid, Dec. 1935, v. 4, no. 614-20. diagrs., illus.

Precise moment eąuations, by A.W. Burgess. Aero digest, New

York, Dec. 1935, v. 27, no. 6, p. 28, 30, 32. illus., table.

Applications of the theorera of three moments, by V. Belfield. Philosophical magazine, London, Mar. 1933, v. 15, no. 99, p. 562-74. (Ąbstract Journal of the R.A.S., London, Dec.

1933, p. 1009]i

Analysis of statically indeterminate beam by theorems of two

and three moments, by Alfred Lawrence Miller. Washington, State university, 1932.    51 p. (Engineering experiment

station bulletin no. 64)

Die Praxis der Clapeyronschen gleichung mit ver&naeriichem trdgheitsmoment, von F. Wingerter. Zentralblatt der bauverv<altung, Berlin, Nov. 11, 1931, v. 51, no. 47, p. 679-83. diagrs., tables.

Direct method for construction of influence lines for continuous girders (method based on three moment theorem), by W. Blackadder. London, Institution of civil engineers, 1931.

25 p. (Selectod engineering papers no. 119)

Einmomentengleichung anstatt dreimomentenansatz bei lbsung

durch laufende systeme, von F. Kann. Beton und eisen, Berlin, Oct. 5, 1930, v. 29, no. 19, p. 348-50. diagrs., illus.

The Three moment theorem for ćetermining beam reaction, by R.T.

Lidóicoat. Michigan technic, Ann Arbor, Michigan, Mar. 1928, v. 41, no. 3, p. 19-22. diagrs.

Contribution Ł la theorie des plaąues continues, par B. Galerkin.

Le Genie civil, Paris, Feb. 25, 1928, v. 92, no. 8, p. 181-84. diagrs.

Maximum bending-moment aiagrams for continuous beams (discusses Clapeyron»s theorem of three moments), by C.S. Gray. Mech-anical world, Manchester, Englanć, Sep. 30, 1921, v. 70, no. 1813, p. 266-67. diagrs.