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 83
... side - walls was indicated by the fact that when the dock at Havana failed in self - docking , the break in the side - walls occurred at gangway openings ; and when the New Orleans dock was tested , the side - wall decks over these ...
... side - walls was indicated by the fact that when the dock at Havana failed in self - docking , the break in the side - walls occurred at gangway openings ; and when the New Orleans dock was tested , the side - wall decks over these ...
Seite 128
... side of the new tunnel would be within that of the old with a corre- sponding greater quantity of excavation on the other side . Throughout the whole length of the tunnel the old section was always within the new section on both sides ...
... side of the new tunnel would be within that of the old with a corre- sponding greater quantity of excavation on the other side . Throughout the whole length of the tunnel the old section was always within the new section on both sides ...
Seite 306
... side of the second arch from the south end having a versed sine to the east of 5 inches at the centre , the east side being fairly in line . Other arches showed versed sines ranging between 2 inches and 1 inch on the west side and ...
... side of the second arch from the south end having a versed sine to the east of 5 inches at the centre , the east side being fairly in line . Other arches showed versed sines ranging between 2 inches and 1 inch on the west side and ...
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