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The Cornell Civil Engineer

The Cornell Civil Engineer
Author:
Publisher:
Total Pages: 956
Release: 1899
Genre:
ISBN:

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Includes transactions of the Association.


The Cornell Civil Engineer

The Cornell Civil Engineer
Author:
Publisher:
Total Pages: 302
Release: 1925
Genre: Civil engineering
ISBN:

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The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 28, No. 9

The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 28, No. 9
Author: Cornell University. Engineers
Publisher: Rarebooksclub.com
Total Pages: 56
Release: 2013-09
Genre:
ISBN: 9781230016498

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This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1920 edition. Excerpt: ...Cole Co New York City Kimber, George F _ _ _ _ _ _ _ _ _ _ _ _ CE '12 _ _ _ _ _ _ _570 Pennsylvania Ave Detroit Mich Chief Draftsman Pere Marquette R R King, Alvin W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'O7 _ _ _ _ _ _ _ _ 108 E Moreland Ave Chestnut Hill Sales Manager Nelson Valve Co Philadelphia Pa King, Clifford M _ _ _ _ _ _ _AB CE '04 AMASCE MOES MASE Masonic Temple Senior Asst Engr Div Engrg City of Cleveland O Sandusky O King, Everett E _ _ _ _ _ _AB CE MCE 'll _ _ _ _ _ _AMASCE MAREA Urbana Ill Professor Railway Civil Engineering University of Illinois King, Leon T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _CE '10 _ _ _ _ _ _ _ _ _ _ _ _20 _Iames St Ilion N Y _Iunior Engineer N Y State Barge Canal Herkimer N Y King, Paul _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _CE '16 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ _ _ _Emporia Va Engineer & Surveyor Atlantic Coast Realty Petersburg Va King, Tao _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _CE '12 AMASCE 33 Tou Fa Hutang West City Tai Ping Hutang Inside Tung Chan Hutang Peking China Kingsland, Lawrence D II _ _ _ _ '17 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Hotel Beers St Louis M0 Kinnear, Eugene C _ _ _ _ _ _ _ _ _ _ _ CE '07_ __1882 Columbia Rd Washington D C Senior Structural Engineer ICC Bur Val San Francisco Calif Kipp, Frederick M Jr _ _ _ _ _ _ _ _ _ CE '14_JASCE 1732 No Payson St Baltimore Md Assistant Conservation Engineer City Water Dept Kirschner, Charles _ _ _ _ _ _ _ _ _ __CE '14 _ _ _ _ _ _ _JASCE 427 Fourth St Troy N Y Drainage Engineer Bur Pub Roads Dept of Agr Tulane Univ New Orleans La Klaber, John J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CE '06 _ _ _ _ _ _ _ _ _ _124 W 88 St New York City Marble Export Florence Italy Knapp, Frank H _...


The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 27, No. 5

The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 27, No. 5
Author: Cornell University. Engineers
Publisher: Rarebooksclub.com
Total Pages: 62
Release: 2013-09
Genre:
ISBN: 9781230106687

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This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1919 edition. Excerpt: ...5 53 E 24th St Paterson N J Hill, Theodore W........................CE '93................................................Bellefontaine O Contracting Engineer Hillemeier, Arthur........................CE '09........58 West Seventh St Mt Vernon N Y Civil Engineer 'rHillman, Charles A.......................CE '17............1714 N H Ave N W Washington D C Hilpert, Meier G....................BS CE '01........MASCE 211 Briggs St Harrisburg Pa Asst Engr Bethlehem Steel Bridge Corp Bethlehem Pa Hilton, Joseph C..............................CE '96 AMASCE 1918 Cortelyou Rd Brooklyn N Y Contractor Mason Hilton '& Co 12o Liberty St New York City Himes, Albert J............................CE '87...........MASCE MAREA 1640 E 117th St Valuation Engineer New York Chicago & St Louis R R Cleveland O THimes, Albert P...........................CE '16...................164o E 1 17th St Cleveland O Private 2d San Sqdn 83d Div France Hinck, FrederickW....................CE '10....MBrECl 359 E 25th St Brooklyn N Y Structural Designer Buchman & Kahn Arch 56 W 45th St New York City Hinks, Warren H........................CE '12............................................MJES Burke N Y Mem Firm & Chief Engr Fetterman Engrg Co Johnstown Pa Hirsch, Herman D.......................CE '10....................1462 Park Place Brooklyn N Y Asst Engr American Bridge Co 30 Church St New York City THiscock, George S........................CE '19.......................................... Southampton N Y Hoard, Prescott D..CE '05........14o Wadsworth Ave New York City Hobart, Charles B.......................CE '98........105 N Wissahickon Ave Ventnor N J Chief Engr Campeche-Laguna Corp Laguna del Carmen Campeche Mex 'Hock, Harold...


The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 28

The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 28
Author: Cornell University
Publisher: Forgotten Books
Total Pages: 488
Release: 2016-08-21
Genre: Reference
ISBN: 9781333309107

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Excerpt from The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 28: October, 1919 Sludge bed: One square foot of area per five persons, or 100 square feet. Plans called for 342 feet of 8 terra cotta sewer, Imhoff tank 10 feet long by 7 feet wide bv 14 feet deep, with 8 concrete walls reinforced against earth pressure, the upper and lower stories divided by galvanized sheet iron. No. 14 B. 8: S. Gauge, reinforced by 3 angles, and the whole coated with Bitumastic Enamel. In the dosing chamber were placed two 5 alternating Miller siphons to dose the two sand beds. The sand beds were 36 feet square each with a minimum of 30 of sand and 6 of gravel. The sludge bed was made 10 feet square with 9 of sand and 6 of gravel. The excavation for the sludge tank was made without the use of sheeting and the earth was used as a back form. The galvanized sheet iron was built up by the foundry to proper dimensions, and after the concrete had hardened, the whole affair was lowered into the tank and the projecting ends of angle reinforcing cemented into the walls. The edges of the sheet iron fitted neatly up against the concrete walls and were made leak-proof by strips of wood on both Sides of the iron. The sheet iron and angles were given a liberal coat of Bitumastic Enamel paint about thick. The makers claim for this material long life, resistance to heat and cold and thorough protection to the iron. The requirement for sand in the beds was that it have an effective Size of from 30 to 45 millimeters, with a uniformity coefficient of The gravel for the beds was specified to pass a 1 screen and to be retained on a screen. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.


The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 27

The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 27
Author: Cornell University
Publisher: Forgotten Books
Total Pages: 296
Release: 2018-03-02
Genre: Reference
ISBN: 9780484628235

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Excerpt from The Cornell Civil Engineer and Transactions of the Association of Civil Engineers of Cornell University, Vol. 27: February, 1919 Reprints of articles may be made by other publications, providing full credit is given to The Cornell Civil Engineer and the author of the article. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.


The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 28, No. 7

The Cornell Civil Engineer; Monthly Publication of the Association of Civil Engineers of Cornell University Volume 28, No. 7
Author: Cornell University. Engineers
Publisher: Rarebooksclub.com
Total Pages: 24
Release: 2013-09
Genre:
ISBN: 9781230047041

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This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1920 edition. Excerpt: ...and 1:2:4. Theoretically the composition of concrete will depend more or less upon the character of the materials used as coarse and fine aggregate. Concrete composed of the same proportions will vary in strength due to the grading of the aggregates. Practically, however, it is generally considered good practice to adopt a combination of cement, and fine and coarse aggregate, that seems best suited to the materials at hand. Indiana has adopted the proportions of one of cement, one and one-half of fine aggregate, and three of coarse aggregate. In specifying these proportions, however, we specify that the concrete shall be composed of one part of Portland cement, one and one-half parts of fine aggregate and not more than three parts of coarse aggregate. We further specify that the aggregates shall be measured separately and accurately by volume so as to get the greatest density in strength. A further important provision is adopted in specifying that a cubic yard of concrete in place shall contain not less than 1.91 barrels of cement which is the theoretical amount corresponding to these proportions. A careful count is made each day of the cement used and the yardage laid, and the Contractor is required to conform to these specifications within a limit of approximately 2%. Consistency. The requirements for consistency vary in different specifications. In Indiana we have adopted those originated, I believe, in Illinois, requiring that concrete shall be such that, when a cylinder or truncated cone 12 inches in length is filled with concrete and tarnped. until all voids are filled and a slight film of mortar appears on the surface, and the cylinder then removed, the vertical settlement or slump of the concrete shall not exceed a certain amount....