Minutes of Proceedings of the Institution of Civil Engineers, Band 233Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 245
... 180 degrees , but that was not found to be so in this case . The bearing used on the 2 - inch shaft was bedded by ... degree bearing the area of the sheared film is one- half as great as in the 180 - degree bearing , hence , other ...
... 180 degrees , but that was not found to be so in this case . The bearing used on the 2 - inch shaft was bedded by ... degree bearing the area of the sheared film is one- half as great as in the 180 - degree bearing , hence , other ...
Seite 246
... degree bearing was less than in the 180 - degree bearing -- which , to a large extent , accounts for the fact that the friction was actually higher at 60 ° F. in the 90 - degree bearing than in the 180 - degree bearing . Vertical Lift of ...
... degree bearing was less than in the 180 - degree bearing -- which , to a large extent , accounts for the fact that the friction was actually higher at 60 ° F. in the 90 - degree bearing than in the 180 - degree bearing . Vertical Lift of ...
Seite 286
... degree bearing the optimum value of the eccentricity appears to be about 0-6 as against 0-4 with the 180 - degree bearing , but even at this point the actual thickness of the film for the same applied conditions is nearly 40 per cent ...
... degree bearing the optimum value of the eccentricity appears to be about 0-6 as against 0-4 with the 180 - degree bearing , but even at this point the actual thickness of the film for the same applied conditions is nearly 40 per cent ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Session 193031 | 31 |
and 24 November 1931 | 38 |
Urheberrecht | |
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Häufige Begriffe und Wortgruppen
180-degree bearing Antofagasta Authors B.Sc bank barrage basin berths Birmingham blocks breakwater Bridge built caisson Calcutta carried cent centre channels clay clearance coefficient coefficient of friction concrete considerable construction cranes cubic feet cubic foot curve cusecs depth digested sludge digestion tanks digestion-tanks discharge distributaries downstream dredging eccentricity effect end leakage engineers entrance experience flood floor friction Gravesend graving-docks heat Imhoff tank inches increased Inst irrigation jetty journal journal bearing Kidderpore King George's length load lock Lond London London Bridge lubrication material method metres monoliths obtained oil film Paper piles pipes plant Plate Port possible pressure pumping Punjab quantity quay quay-walls regard river sand Sarda canal Sarda river sewage shaft sheds shown in Fig side silt Sir Clement slope sludge-digestion square temperature Thames theory thickness tons upstream Valparaiso viscosity wall water-content wet dock