Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 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. |
Im Buch
Ergebnisse 6-10 von 22
Seite 225
... girders were below the rails , with cross girders on the top of them carrying a double - line road . In that case it had been possible without much difficulty to insert Fig . 16 . 2 PLATES TEMPORARY WABARS USED IN ERECTION 444-3-4'2's ...
... girders were below the rails , with cross girders on the top of them carrying a double - line road . In that case it had been possible without much difficulty to insert Fig . 16 . 2 PLATES TEMPORARY WABARS USED IN ERECTION 444-3-4'2's ...
Seite 226
... cross bracing of the girders was very defective ( Figs . 18 ) . It was a shallow viaduct of no great height , and it had been possible in that case to take out the old girders from Fig . 17 . Inches 12939 TEMPORARY WI.TIE BARS USED IN ...
... cross bracing of the girders was very defective ( Figs . 18 ) . It was a shallow viaduct of no great height , and it had been possible in that case to take out the old girders from Fig . 17 . Inches 12939 TEMPORARY WI.TIE BARS USED IN ...
Seite 230
... cross girders only inch thick throughout . There was a want of sufficient rivet- and bearing - area , and the connections were weak . The girders were seldom deficient in flange - area . The increase in the weight of locomotives was ...
... cross girders only inch thick throughout . There was a want of sufficient rivet- and bearing - area , and the connections were weak . The girders were seldom deficient in flange - area . The increase in the weight of locomotives was ...
Seite 231
... cross girders were only inch thick throughout , and had corroded very badly . They had been strengthened by putting two new webs on the outside of the old webs . The cross girders were 2 feet 6 inches apart throughout the whole of the ...
... cross girders were only inch thick throughout , and had corroded very badly . They had been strengthened by putting two new webs on the outside of the old webs . The cross girders were 2 feet 6 inches apart throughout the whole of the ...
Seite 232
... cross girders , which carried two roads , were 26 feet 6 inches COUNTERSUNK RIVETS OVER EACH CROSS GIRDER Fig . 21 . LONGITUDINAL TIMBER 14 " x 9 ' 33 / 4- NEW STEEL WEBS 8/8 THICK SCALE - I FOOT INCKESD 3 1 FOOT OOHOCHO NEW WEB PLATES ...
... cross girders , which carried two roads , were 26 feet 6 inches COUNTERSUNK RIVETS OVER EACH CROSS GIRDER Fig . 21 . LONGITUDINAL TIMBER 14 " x 9 ' 33 / 4- NEW STEEL WEBS 8/8 THICK SCALE - I FOOT INCKESD 3 1 FOOT OOHOCHO NEW WEB PLATES ...
Andere Ausgaben - Alle anzeigen
Häufige Begriffe und Wortgruppen
armoured armoured cruisers Australia Author average battleships bridge C.E. VOL carried cast-iron pipe catchment catchment-area caulking cement cent CLXII coating concrete considerable construction Coolgardie cost cruisers cubic Cunderdin cycle cylinder depth diameter discharge efficiency electrical engine equation experience feet flow foot girders heat Helena River increase Inst Institution internal-combustion engines iron joints Kalgoorlie length less load locking-bar pipe longitudinal machinery masonry maximum metres miles million gallons moment of inertia mortar Mundaring naval obtained Paper pipe-line placed plates portion practice pressure pumping-station pumps Railway rainfall ratio reservoir revolutions per minute River riveted pipes sand scheme shaft ships Sir William White span speed square inch square miles stations steel pipes Storage-period stresses supply surface temperature tests thickness tion tons per square valves vertical vessels vibration Vittorio Emanuele III watershed weir Western Australia yield