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 7
... Havana " type , the dock for Havana having been the first constructed on that principle . In the " Havana " type ( Figs . 5 ) the system of attaching the pontoons between the walls by means of fishplate joints ( Fig . 6 , Plate 1 ) was ...
... Havana " type , the dock for Havana having been the first constructed on that principle . In the " Havana " type ( Figs . 5 ) the system of attaching the pontoons between the walls by means of fishplate joints ( Fig . 6 , Plate 1 ) was ...
Seite 8
... Havana dock it was built up in five sections , and in subsequent docks in three sections , the terminal pontoons being usually finished off to a pointed shape , forming a bow or stern . The side - walls were continuous over the whole ...
... Havana dock it was built up in five sections , and in subsequent docks in three sections , the terminal pontoons being usually finished off to a pointed shape , forming a bow or stern . The side - walls were continuous over the whole ...
Seite 9
... Havana dock was successfully towed to Cuba , a distance of 6,500 miles ; the Bermuda dock to that island , a distance of 4,500 miles ; and two docks for Durban were towed right round the Cape of Good Hope , a distance of 8,000 miles ...
... Havana dock was successfully towed to Cuba , a distance of 6,500 miles ; the Bermuda dock to that island , a distance of 4,500 miles ; and two docks for Durban were towed right round the Cape of Good Hope , a distance of 8,000 miles ...
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