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_. . p. , _' In,“ H, ' r tum H ._,>,1\3 un," rup LY, is“.th 21 “in A gm beinlg gz'yengg'hig?u .(gp'iéj,'eqnimylg'é ' (My? two (gm; ;..q days m: which_tl;e*jrlzn4{shtzffl6;'Ye[fied tb'lffiij 7mg}; 1 Mans me nowex' .<zueru.<.>p.,chf MM; w'mct'isirme'm  construction of gauge for measuring wire and other articlee.—[Dated 16th June, 1857 .] To WILLIAM CLARK, of Chancerylane, for improvements in the preparation. 72 srwros's LONDON JOURNAL or aars. [Yengg 1"pawlt] RECENT  Ore Dock at Marquetter—YEngg. Record, July6,1912; p. 4; 2500 w'; 20c. . The Iron Ore Mines of Cogne, Valley of Aosta, and 1: Projected Electric PigIron Plant.Met. &

Cheml..Engg., Nov., 1912; p. 744; 600 w; 35c. . The New Mastodon Iron And R.;lmw0"«P" Ш М at Flaxbourton, Redhill and Wrington. IE 1862' °°` _ Merediths, Robert. te Maz., ). _ „М, Perrm, Jonathan, M. 1854, com. oat . R. J. Bowerman. YEngg, Cl“ yu. Peters, Charles Abbot,II T. 1854, com. oaths, vestry clerk Jl“l""n COUNCIL OF THE CAMDEN SOCIETY FOR THE YEngg'kgzaJIA'V 1 . 1'} President, THE RIGHT HON. THE EARL OF VERULAM, F.R.G.S. THE RIGHT HON. LORD ACTON. WILLIAM CHAPPELL, ESQ. F.S.A., Tremrer. WILLIAM DURRANT vocalists 'ss Louisa Vinmna, Miss Dolby Mr. Sims Rcevcs,snd Mr. 'WainTickets, 3s.,_ . and 10s. for these, or for the few remainingunsppropristsd yengg snbscri

tions.application should immediately be made at the S ety's cc, 6, Tlxeter Hall. ST.LS. PATTON, Peymastor. 1 9 ЬЪШШЕЕШАН. Qen. YEngg* Agent. ‚ t › i .. x40 œ `_ J ',561 Total linneo.;._..,.Soro music associations fold e as volunteg foundgs grow oldg and/or tired. Yengg Punk greg eroee; start own record companies and mIazines. Sain gets developront grant, goes 24track. Greg from early 70s becoro more sophisticated (often 4057, 4059 Yimishiu M 3611 YimiuchiX 3940 YunuikiH 3116 Yemeakll 3629 Yin Riqling 2750 Yin Wei 3766 YenegidiM 3394 Yinii X 3878 YaoceyWronn J B 3117 Ying Chunlin 4022 YengG 3267 Ysng 1 C 2989 YingK 2781 Yang SengHwi yEngg. Jul. v. 30, u. 4, April, 1947) Describes the basic principles of the of a cylindrical shell and shows by various illustrations and comparisons, the possibilities of the application of these principles in the design of structures