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 131
... feet 6 inches ; external width and height of shields , 22 feet and 16 feet 8 inches respectively ; internal width and height of opening for passage of trains , 13 feet 8 inches and 13 feet 6 inches respectively ; clear width of opening for ...
... feet 6 inches ; external width and height of shields , 22 feet and 16 feet 8 inches respectively ; internal width and height of opening for passage of trains , 13 feet 8 inches and 13 feet 6 inches respectively ; clear width of opening for ...
Seite 293
... inches . The bases consisted of two hollow shoes built of -inch plates , 3 feet in depth , stiffened with gussets ... 6 inches apart and 3 feet 9 inches from the back - posts , the centres of the top ends being 18 feet apart and 12 feet ...
... inches . The bases consisted of two hollow shoes built of -inch plates , 3 feet in depth , stiffened with gussets ... 6 inches apart and 3 feet 9 inches from the back - posts , the centres of the top ends being 18 feet apart and 12 feet ...
Seite 340
... feet square ; and on the upper section there are fifty - six culverts , ranging between 2 feet square and double vents each 3 feet 6 inches by 4 feet 6 inches . The rainfall in the Kotagudi valley is not heavy for the district , but ...
... feet square ; and on the upper section there are fifty - six culverts , ranging between 2 feet square and double vents each 3 feet 6 inches by 4 feet 6 inches . The rainfall in the Kotagudi valley is not heavy for the district , but ...
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