Minutes of Proceedings of the Institution of Civil Engineers, Band 226Institution of Civil Engineers, 1929 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 61
... stress in the steel under these conditions , without taking impact into ... tensile strength when subjected to flexure . When , however , an attempt was ... tensile stresses . As a result of this , piles . longer than 30 feet were , in ...
... stress in the steel under these conditions , without taking impact into ... tensile strength when subjected to flexure . When , however , an attempt was ... tensile stresses . As a result of this , piles . longer than 30 feet were , in ...
Seite 78
... tensile stress . He thought the general opinion now was that concrete would not stand any appreciable tensile stress without cracking , and any concrete in tension , if examined microscopically , would be found to contain numerous very ...
... tensile stress . He thought the general opinion now was that concrete would not stand any appreciable tensile stress without cracking , and any concrete in tension , if examined microscopically , would be found to contain numerous very ...
Seite 338
... tensile stress in the concrete should not exceed 250 lbs . per square inch , using the same modular ratio , the load being perfectly inert . The stress so calculated might not be a strictly correct result , as the modular ratio was a ...
... tensile stress in the concrete should not exceed 250 lbs . per square inch , using the same modular ratio , the load being perfectly inert . The stress so calculated might not be a strictly correct result , as the modular ratio was a ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Announcement of the death of Mr Alexander Siemens Past | 51 |
March 1928 | 189 |
Urheberrecht | |
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31st March angle of repose Associate Authors B.Sc bearing Birmingham blow bracing C.E. Presented C.E. VOL calculated carried cement cent chalk Charles considerable construction cost country rock cracks cranes cubic foot curve cylinders deck depth described difficulty digestion dredging driving earth-pressure electrical engineering Engraving experiments Faber factor of safety fender-piles fenders filling floating foot formula friction George gravel hammer Henry horizontal increased Inst Institution interesting James James Forrest jetty John load lode low water material Members method mineral Morro Velho Northfleet obtained oil-film Ordnance datum ore-body Paper penetration pier pile-driving Plate Portland cement possible practice President pressure Railway raking piles reduced reinforced concrete reinforced-concrete resistance sewage shaft sheet piling ship sludge square inch steel stope stresses structure surface tanks temperature tensile stress tests thickness timber tons vertical viscosity wall wharf William William Lindley winzes