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STKESS ANALfSIS

Theory of modern Steel structures. V. 1: Statically determinate structures, by Linten E. Grlnter. New York, MacMillan company, 1936.    317 p. diagrs., illus., maps, tables.

(Revięw by C.R. Young. The Canadian engineer, Toronto, Mar. 9, 1937, v. 72, no. 10, p. 26)

Torsion and buckling of open sections, by II. Wagner and W.

Pretschner. Washington, 1936.    18 p. (N.A.C.A. Technical

memorandums no. 784) (From Luftfahrtforschung, MUnchen una Berlin, Dec. 5, 1934, v. 11, no. 6)    ₍

Torsion and buckling of open sections, by H. Wagner. Washington,

1936.    18 p. bibliog. (N.A.C.A. Technical memorandums no. 80?)

(From 25th anniversary issue, Technische hocnschule, Danzig, 1904—1929)

Analysis of a strut with a single elastie support in the span, with appl.ieations to design of airplane jury-strut Systems. Pt. 1-Derivation of formulas, by A* Murray Schwartz. Pt. II - Ex-perimental investigation of formulas, by Reid Bogert. Y/ashing-ton, 1935.    60 p. (N.A.C.A. Technical notes no. 529)

Analysis of 2-spar cantilever wings with. special reference to

torsion and load transference, by Paul Kuhn. Washington, U.S. Govt. print. off., 1935.    23 p. bibliog., diagrs., tables.

(N.A.C.A. Report no. 508)

The Bending of beams with thin tension flanges, by Placido Cicala. Washington, 1955.    13 p. diagrs., illus. (N.A.C.A. Tech

nical memorandums no. 769) (From Atti della Reale accademia delle scienze di Torino, 1935-34, v. 69, p. 171-87)

Bending stresses due to torsion in cantilever box beams, by Paul Kuhn. Washington, 1935.    17 p. (N.A.C.A. Technical notes

no. 530)

Buckling and failure of thin rectangular plates, by K. Kor.do and M. Yamamoto. Tokyo, Tokyo imperial university, 1935.    22 p.

illus. (Aeronautical research institute report no. 119)

The Calculations of the loaas and bending monents in the members of a piane bracec frame with rigid joints, by J. Morris. Lordon, H.M. Stat. off., 1935.    41 p. diagrs. (A.R.C.

R. & M. no. 1672)

Deflection formula for single-span beams of constant section subiectec to combined axial and transverse loads, by Walter F. Burkę. Washington, 1935.    24 o. diagrs., illus., tables.

(N.A.C.A. Technical notes no. 540)

by J.F. Baker and A. J. 1955.    75 p. illus.,

(Abstract Mechanical v. 58, p\ 247-48)

Distribution methoć of stress analysis, Oekleston. London, H.M. Stat. off., tables.    (A.R.C. R. & M. no. 1667)

engineering, New York, Apr. 8, 1936,