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 vi
... Stress in Perforated Plates . A. LEON and R. ZIDLICKY Collapse of Circular ... Work on the Cumberland - Valley Railway - Bridge over the Potomac River . 490 Twelfth - Street Trafficway ... Working of the Rhine - Weser Canal . vi CONTENTS .
... Stress in Perforated Plates . A. LEON and R. ZIDLICKY Collapse of Circular ... Work on the Cumberland - Valley Railway - Bridge over the Potomac River . 490 Twelfth - Street Trafficway ... Working of the Rhine - Weser Canal . vi CONTENTS .
Seite 8
... works in malarious places . For instance , in the case of the work at Ulu Gombak , mentioned above , the difference ... stress on screening , and would have it done always in the tropics . In early work , before the mosquitoes are ...
... works in malarious places . For instance , in the case of the work at Ulu Gombak , mentioned above , the difference ... stress on screening , and would have it done always in the tropics . In early work , before the mosquitoes are ...
Seite 173
... work was decided upon in 1903. This system was fully considered at the time ... stress upon the walls was more than in the case of a port where the water ... works . It had not therefore been possible to follow strictly the lines prompted ...
... work was decided upon in 1903. This system was fully considered at the time ... stress upon the walls was more than in the case of a port where the water ... works . It had not therefore been possible to follow strictly the lines prompted ...
Seite 179
... Stress . 6. For any member of a railway bridge of wrought iron or steel the total working load is to be taken as the ' moving load , ' increased by an appropriate allowance for impact , ' and added to the actual ' fixed load . ' 7. For ...
... Stress . 6. For any member of a railway bridge of wrought iron or steel the total working load is to be taken as the ' moving load , ' increased by an appropriate allowance for impact , ' and added to the actual ' fixed load . ' 7. For ...
Seite 180
... stresses caused by it are not more than 25 per cent . of those caused by the total working load . ' ] 12. For members in tension the working stress per square inch given above is to be taken on the net available area at the weakest part ...
... stresses caused by it are not more than 25 per cent . of those caused by the total working load . ' ] 12. For members in tension the working stress per square inch given above is to be taken on the net available area at the weakest part ...
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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