Minutes of Proceedings of the Institution of Civil Engineers, Band 161The Institution, 1904 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 293
... girders formed the bearings for the ends of the spans supported by the trestles . Cross - girders , of two channels 10 inches in depth , with plates 19 inches in width added to the top and bottom flanges , were fixed between the bearing ...
... girders formed the bearings for the ends of the spans supported by the trestles . Cross - girders , of two channels 10 inches in depth , with plates 19 inches in width added to the top and bottom flanges , were fixed between the bearing ...
Seite 296
... girders and erected upon the dolphins off the cut- waters . Electric Cranes . - The cranes mounted on the ... girders were made by means of sliding - posts carried on arms rigidly fixed to the centre and ends of the girders , the bottom ...
... girders and erected upon the dolphins off the cut- waters . Electric Cranes . - The cranes mounted on the ... girders were made by means of sliding - posts carried on arms rigidly fixed to the centre and ends of the girders , the bottom ...
Seite 375
... girders of I section , and held down by round - iron staples hooking under the upper flanges . The joints between the slabs are filled in with cement ; and the whole surface is covered with a layer of 3 to 4 inches of clay , topped by ...
... girders of I section , and held down by round - iron staples hooking under the upper flanges . The joints between the slabs are filled in with cement ; and the whole surface is covered with a layer of 3 to 4 inches of clay , topped by ...
Inhalt
Appendixes to ditto | 39 |
Correspondence on ditto 10 cuts | 66 |
Transfer of Associate Members to the class of Members | 114 |
Urheberrecht | |
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actual advantage air-pump Alfreton arch Author bending-moment Bermuda berth boilers booms bottom bricks brickwork bridge built C.E. VOL carried cement cent centimetres centre circulating water condensing-plant connection considerable construction cooling-surface corbels cost curve depth designed draught Elastic modulus electric Engineer excavated experience extrados feet 6 inches floating dock floating docks footbridges girders graving-dock Havana INCHES OF MERCURY increase influence-line Inst keel-blocks length lifted longitudinal Maryland Steel Company maximum metacentric height Moncreiffe tunnel mortar necessary obtained ordinary ordinate P₂ Paper parabola piers Plate pontoon portion Portland cement pound of steam pressure pump Railway ropeway scale self-docking shafts shear shearing-force ship shown in Fig side-walls Sir William White span square foot square inch steam condensed steel stress Stülcken surface surface condenser taken Temp temperature tests tons per foot tons per square tubes uniformly-distributed load vacuum vertical vessel weight width