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STRESS ANALYSIS

Descriptive geometry in strućturąl analysis, by M. Watter. Aero digest, New York, June-July 1932, v. 20-21, no. 6, 1, p. 26-28; 32-34.

The Methoć of ^łt least workⁿ and the stressing of aeroplane struć-tures, by F.G. Evans. Journal of the R.A.S., London, July 1931, v. 35, no. 247, p. 642-64. (Abstract L^łAerotecnica, Roma, Feb. 1932, v. 12, no. 2, p. 269)

Grapho-analytical method of least work, by E. Tousignan and

W.E. Koneczny. Airway age, New York, June 6, 1931, v. 12, no. 10, p. 572-75, 602. diagrs.

Application of the least work method to the evaluation of initiaJ

and temperaturo stresses. Washington, U-S. Govt. print. off., 1929.    7 p. diagrs., tables. (Air corps Information cir-

cular no. 634)

The Application of the principle of least work to the primary stress calculations of space frarnework, by C.P. Burgess. Transactions of the A.S.M.E. (Aeronautical engineering)

1S29, v. 51, p. 131-39. illus., tables.

Determination of the stresses in a beam by means of the principle of least work, by Wm. Hovgaarć. Proceećings of National academy of Sciences, Washington, Apr. 1925, v. 11, no. 4, p. 209-16. (Abstract Mechanical engineering, New York, Sep. 1925, v. 47, p. 7537” (Also Journal of mathematics and physics, Cambridge, Mass., Apr. 1925, v. 4, no. 2, p. 103-29)

Application of the method of least work to redundant structures, by C.J. Rowe. Washington, U.S. Govt. print. off., 1925.

12 p. illus. (Air service Information circular no. 495)

Castigliano^łs theorem of least work and the principle of St.

Venant, by R.V. Southwell. London, H.M. Stat. off., 1922-23. 22 p. (A.R.C. R. & M. no. 821) (Also London, Edinburgh and Dublin philosophical magazine and journal of science, London, Jan. 1923, no. 265, ser. 45, p. 193-212)

A General formula for the shearing deflections of beams of arbi-trary cross sections, either variable or constant (least work), by S.E. Slocum. Journal of the Franklin institute, Philaaeiphia, Pa., Apr. 11, 1911, v. 171, no. 4, p. 365-89. diagrs., illus., tables.

MOMENT DISTRIbUTION

Stresses in continuous beams by moment distribution method, by

A.W. Fischer. Civil engineering, New York, Sep. 1938, v. 8, no. 9, p. 617. diagrs. (letter to the Eaitor)