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. |
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Seite 171
... span should take a load of 2,280 lbs . , equivalent to a maximum fibre - stress of 41,000 lbs . ( 18.3 tons ) per square inch of section , and show a centre deflection of not less than 0.34 inch before breaking . When tenders were ...
... span should take a load of 2,280 lbs . , equivalent to a maximum fibre - stress of 41,000 lbs . ( 18.3 tons ) per square inch of section , and show a centre deflection of not less than 0.34 inch before breaking . When tenders were ...
Seite 174
... span lengths , and acted as tubular horizontal girders of 16 feet clear span , of 60 inches internal diameter and 63.4 inches external diameter , calculated with a factor of safety of about 20 , for a centre dead load of pipe , water ...
... span lengths , and acted as tubular horizontal girders of 16 feet clear span , of 60 inches internal diameter and 63.4 inches external diameter , calculated with a factor of safety of about 20 , for a centre dead load of pipe , water ...
Seite 176
... span and 13 inches rise , and 12 inches in thickness , were sufficiently set for the centres to be withdrawn after 14 days . Slight cracks occurred at the haunches , but these were cemented up and caused no trouble . In the first coat ...
... span and 13 inches rise , and 12 inches in thickness , were sufficiently set for the centres to be withdrawn after 14 days . Slight cracks occurred at the haunches , but these were cemented up and caused no trouble . In the first coat ...
Seite 212
... SPANS Figs 12 . WOOD BLOCK LAYER OF CEMENT MORTAR PLATE 5 : TEMPORARY FLOOR WOOD BLOCKS END VIEW PLAN OF TEMPORARY FLOOR Figs 15 . CEMENT CONCRETE LAYER OF CEMENT MORTAR 1.6 METHOD OF SUPPORTING FLOOR - SYSTEM RIVER SPAN OLD SYSTEM OF ...
... SPANS Figs 12 . WOOD BLOCK LAYER OF CEMENT MORTAR PLATE 5 : TEMPORARY FLOOR WOOD BLOCKS END VIEW PLAN OF TEMPORARY FLOOR Figs 15 . CEMENT CONCRETE LAYER OF CEMENT MORTAR 1.6 METHOD OF SUPPORTING FLOOR - SYSTEM RIVER SPAN OLD SYSTEM OF ...
Seite 214
... spans -- three central spans of 117 feet , and two end spans of 70 feet each . The girders are shallow lattice - girders on screw - pile foundations ( Fig . 1 , Plate 4 ) . The bridge came under the Author's supervision a few years ago ...
... spans -- three central spans of 117 feet , and two end spans of 70 feet each . The girders are shallow lattice - girders on screw - pile foundations ( Fig . 1 , Plate 4 ) . The bridge came under the Author's supervision a few years ago ...
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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