Minutes of Proceedings of the Institution of Civil Engineers, Band 200The Institution, 1915 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 105
... feet 6 inches deep by 1 foot 11 inches thick , and were made in movable ... per minute . The cylinders were 14 inches in diameter and 24 inches stroke ... second installation of steam power was supplied , with an accumulator , away from ...
... feet 6 inches deep by 1 foot 11 inches thick , and were made in movable ... per minute . The cylinders were 14 inches in diameter and 24 inches stroke ... second installation of steam power was supplied , with an accumulator , away from ...
Seite 200
... per square inch , Span in feet . E = 13,000 . V = 58 feet per second . For Bending - Moments and Shears . Increase per Cent . upon Static Bending - Moments and Shears . 5 6.83 12.83 21 11 41 33 61 66 82 105 155 209 308 Conditions of ...
... per square inch , Span in feet . E = 13,000 . V = 58 feet per second . For Bending - Moments and Shears . Increase per Cent . upon Static Bending - Moments and Shears . 5 6.83 12.83 21 11 41 33 61 66 82 105 155 209 308 Conditions of ...
Seite 211
... feet per second a short rail - bearer will suffer , say , five times per second , a load approximating to that for which it was designed , and the vibrations during the short time in which the train is crossing will be more or less ...
... feet per second a short rail - bearer will suffer , say , five times per second , a load approximating to that for which it was designed , and the vibrations during the short time in which the train is crossing will be more or less ...
Seite 222
... per foot run and σ maximum = square inch stress in the girders , then 5 tons per 20 σ 5 σ = σ maximum and = w + d 20 E 12,500 w + d = 0.0004 W w + d ' For girders of ordinary proportions gch = 3 L nearly ; and for V 66 feet per second ...
... per foot run and σ maximum = square inch stress in the girders , then 5 tons per 20 σ 5 σ = σ maximum and = w + d 20 E 12,500 w + d = 0.0004 W w + d ' For girders of ordinary proportions gch = 3 L nearly ; and for V 66 feet per second ...
Seite 250
... feet per second would be arrested by contact with a mass of 1,000 tons travelling in the opposite direction at 1 foot per second . Projected horizontally 32 Leslie . to a distance of 1 foot , 250 [ Minutes of CORRESPONDENCE ON IMPACT ...
... feet per second would be arrested by contact with a mass of 1,000 tons travelling in the opposite direction at 1 foot per second . Projected horizontally 32 Leslie . to a distance of 1 foot , 250 [ Minutes of CORRESPONDENCE ON IMPACT ...
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20 feet allowance Anopheline Author average bridge C.E. VOL calculated canal carried cement cent centre channel Clyde coefficient concrete considerable construction corrosion cost crane cross girders cubic feet cubic yards curve cylinders deflection depth designed diatomaceous earth docks drainage drains dredger dredging effect elastic limit electric electrolytic electromotive force engineers experiments extensometer factor of safety feet per second flow given Glasgow ground groynes harbour hydraulic impact increase Institution iron larvæ length locomotives low water main girders malaria material maximum metal miles Mo-Ler monoliths mosquitoes moving load Necaxa obtained Paper Pencoyd Pencoyd formula pipes Plate port Portland cement quay quinine rails Railway river rivets rule sand secondary stresses side span speed square inch steel taken tests timber tons per square trailing wheels tramway tunnel Vereines deutscher Ingenieure vertical vessels walls weight weir wheels width working-stress