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 24
... draught of the ship on the dock , which forms part of the system , will also vary between docking - draught and nothing . In addition , there are in the compartments of the dock a number of free water - surfaces ready to move with any ...
... draught of the ship on the dock , which forms part of the system , will also vary between docking - draught and nothing . In addition , there are in the compartments of the dock a number of free water - surfaces ready to move with any ...
Seite 26
... draught at which the dock is examined . The draught - lines are usually selected where there is either a break in continuity or a change in design ; and when the metacentric heights are plotted as a curve for these different positions ...
... draught at which the dock is examined . The draught - lines are usually selected where there is either a break in continuity or a change in design ; and when the metacentric heights are plotted as a curve for these different positions ...
Seite 60
... draught of ship which had to be allowed for was not the normal draught ; it was only likely to be met with in case of an accident , when the ship was holed . On such an occasion it would be permissible to lift the ship on keel - blocks ...
... draught of ship which had to be allowed for was not the normal draught ; it was only likely to be met with in case of an accident , when the ship was holed . On such an occasion it would be permissible to lift the ship on keel - blocks ...
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