Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution 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 142
... reduced in weight in the ratio Weight of a cubic foot of sand under water . Weight of a cubic foot of sand in air . The result of the test exactly confirmed this . Working - Rule IV , for finding the Force on a Wall supporting Sand ...
... reduced in weight in the ratio Weight of a cubic foot of sand under water . Weight of a cubic foot of sand in air . The result of the test exactly confirmed this . Working - Rule IV , for finding the Force on a Wall supporting Sand ...
Seite 242
... reduced with adherence to such practice . The reduction of weight is , how- ever , such an important factor in connection with electric rolling stock that in the Author's opinion it may be necessary , in the case of schemes of suburban ...
... reduced with adherence to such practice . The reduction of weight is , how- ever , such an important factor in connection with electric rolling stock that in the Author's opinion it may be necessary , in the case of schemes of suburban ...
Seite 421
... reduced to no2 2N2nv " where N2 was found from N2 = no Ma MG + 2M ' That expression showed that the dynamic magnifier was always reduced by spring - friction by the amount 4F × N22 If the πP ( N22 n ̧2 ) springs were locked the ...
... reduced to no2 2N2nv " where N2 was found from N2 = no Ma MG + 2M ' That expression showed that the dynamic magnifier was always reduced by spring - friction by the amount 4F × N22 If the πP ( N22 n ̧2 ) springs were locked the ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William