Proceedings of the American Society of Civil Engineers, Volume 45The Society, 1919 Vols. for Jan. 1896-Sept. 1930 contain a separately page section of Papers and discussions which are published later in revised form in the society's Transactions. Beginning Oct. 1930, the Proceedings are limited to technical papers and discussions, while Civil engineering contains items relating to society activities, etc. |
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Results 1-5 of 55
Page 103
... Arch Bridges . * Mechanical Features of the Vertical Lift Bridge . * Dec. 15 . ( 15 ) Dec. 6 . Horatio P. Van Cleve . ( 117 ) Time - Saving Method for Investigating Old Railway Bridges for Heavier Loading . C. F. Loweth . ( Paper read ...
... Arch Bridges . * Mechanical Features of the Vertical Lift Bridge . * Dec. 15 . ( 15 ) Dec. 6 . Horatio P. Van Cleve . ( 117 ) Time - Saving Method for Investigating Old Railway Bridges for Heavier Loading . C. F. Loweth . ( Paper read ...
Page 113
... Arch Dam . * L. R. Jorgensen . ( 111 ) Dec. 1 . Status of the Hetch Hetchy Water Supply Project of San Francisco . ( 86 ) Dec. 11 . Method of Thawing Frozen Water Mains and Sewers . ( 86 ) Dec. 11 . Control of Stream Pollution . Earle B ...
... Arch Dam . * L. R. Jorgensen . ( 111 ) Dec. 1 . Status of the Hetch Hetchy Water Supply Project of San Francisco . ( 86 ) Dec. 11 . Method of Thawing Frozen Water Mains and Sewers . ( 86 ) Dec. 11 . Control of Stream Pollution . Earle B ...
Page 113
... Arch Bridges . By F. H. FRANKLAND , M. AM . SOC . C. E. Memoirs : JULIUS LILIEN JACOBS , M. AM . SOC . C. E .. WILLIAM AUGUSTUS MONCURE , M. AM . Soc . C. E .. LOGAN WALLER PAGE , M. AM . SOC . C. E .. HARRY GODFRED SIDENIUS , M. AM ...
... Arch Bridges . By F. H. FRANKLAND , M. AM . SOC . C. E. Memoirs : JULIUS LILIEN JACOBS , M. AM . SOC . C. E .. WILLIAM AUGUSTUS MONCURE , M. AM . Soc . C. E .. LOGAN WALLER PAGE , M. AM . SOC . C. E .. HARRY GODFRED SIDENIUS , M. AM ...
Page 113
... arches of very great value to the Profession , especially as they constitute the first systematic attempt at the solution , so far as he is aware , of the primary problems pertaining to arch design . Mr. Fowler's discussion undoubtedly ...
... arches of very great value to the Profession , especially as they constitute the first systematic attempt at the solution , so far as he is aware , of the primary problems pertaining to arch design . Mr. Fowler's discussion undoubtedly ...
Page 113
... Arch bridge ( 1 800 - ft . central span flanked by two tied arches ) ...... 45 000 5. - Arch bridge ( 1 000 - ft . arch span at center , flanked by two cantilever truss spans , each projecting 400 ft . beyond main piers ) .... 66 45 000 ...
... Arch bridge ( 1 800 - ft . central span flanked by two tied arches ) ...... 45 000 5. - Arch bridge ( 1 000 - ft . arch span at center , flanked by two cantilever truss spans , each projecting 400 ft . beyond main piers ) .... 66 45 000 ...
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17th Engrs 1st Lieut 23d Engrs 26th Engrs 2d Bn 2d Lieut Adjt American Society Annual Meeting appointed arch arch bridges Army Arthur Associate Member Asst Board of Direction Bridge Brig.-Gen Building Bureau Camp Camp A. A. Humphreys Camp Humphreys Chairman Charles Civil Engineer Corps Club Coast Artillery Committee on Development concrete Concrete Ship Constr construction December discussion duly seconded Edward Edward Porter Alexander Engineering Council Engineering Societies England France French George George W Government Harry Headquarters Henry Highway James January John John Fritz Medal Lt.-Col membership National October Office Ordnance Organized Paper read present President Quartermaster Corps Railroad Railway road Robert Sanitary Corps Secretary Signal Corps Smith Society of Civil Special Committee Steel tion U. S. A. Capt U. S. A. Maj U. S. A. Unassigned Washington William York City