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 179
... girder . For shears it will usually be the distance of the point under considera- tion from the further support . For cross - girder concentrations it will usually be twice the interval between the cross girders . 9. The increment for ...
... girder . For shears it will usually be the distance of the point under considera- tion from the further support . For cross - girder concentrations it will usually be twice the interval between the cross girders . 9. The increment for ...
Seite 180
... girders greater bending moments , shears and cross - girder concentrations than those laid down in Tables III , IV and V , Appendix I. Road or Footway Loads . 16. For those members of a combined road and railway bridge which carry the ...
... girders greater bending moments , shears and cross - girder concentrations than those laid down in Tables III , IV and V , Appendix I. Road or Footway Loads . 16. For those members of a combined road and railway bridge which carry the ...
Seite 186
... cross girders are another , and probably the most fruitful , cause of secondary stresses . It is impossible , without very laborious calcula- tion , to say what the secondary stresses from all causes combined will amount to in a bridge ...
... cross girders are another , and probably the most fruitful , cause of secondary stresses . It is impossible , without very laborious calcula- tion , to say what the secondary stresses from all causes combined will amount to in a bridge ...
Seite 190
... cross girders , vertical suspenders and web diagonals = maximum stress minimum stress . ― This implies that for these members the actual effect of the 1 " A Practical Treatise on Bridge - Construction . " 4th ed . , p . 260. London ...
... cross girders , vertical suspenders and web diagonals = maximum stress minimum stress . ― This implies that for these members the actual effect of the 1 " A Practical Treatise on Bridge - Construction . " 4th ed . , p . 260. London ...
Seite 197
... cross - girder reactions given in Figs . 1 to 3 , Plate 3 , the following results are obtained : - Bending - Moments . Increase per Cent . upon Static Bending - Moments . 5 6.83 12-83 21-11 41-33 61-66 82 105 155 209 308 Span in feet ...
... cross - girder reactions given in Figs . 1 to 3 , Plate 3 , the following results are obtained : - Bending - Moments . Increase per Cent . upon Static Bending - Moments . 5 6.83 12-83 21-11 41-33 61-66 82 105 155 209 308 Span in feet ...
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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