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
... pier were two in number , 12 inches in width by 1 inch in thickness , placed 13 feet 5 inches apart on the centre piers . For purposes of laying out they were jointed at the centre of the roadway and at 2 feet 9 inches inside the pier ...
... pier were two in number , 12 inches in width by 1 inch in thickness , placed 13 feet 5 inches apart on the centre piers . For purposes of laying out they were jointed at the centre of the roadway and at 2 feet 9 inches inside the pier ...
Seite 319
... piers were tested in two sets of three piers each , made with the three mortars , at intervals of approxi- mately 3 months and 6 months after building . All four piers Fig . 5 . 70 80 Q 4.TH 100 90 3RD LOADING ~ IST LOADING 0.01 0.02 ...
... piers were tested in two sets of three piers each , made with the three mortars , at intervals of approxi- mately 3 months and 6 months after building . All four piers Fig . 5 . 70 80 Q 4.TH 100 90 3RD LOADING ~ IST LOADING 0.01 0.02 ...
Seite 373
... piers are built of granite , because it was originally intended to construct the entire bridge in masonry . Round each of the piers ice - breakers formed of armoured concrete have been thrown out as fenders on the up - stream side of ...
... piers are built of granite , because it was originally intended to construct the entire bridge in masonry . Round each of the piers ice - breakers formed of armoured concrete have been thrown out as fenders on the up - stream side of ...
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