File:Stresses in railway structures on curves (1916) (14761018602).jpg

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Identifier: stressesinrailwa00feng (find matches)
Title: Stresses in railway structures on curves
Year: 1916 (1910s)
Authors: Feng, Kaimin Kay
Subjects: Railroads Railroad bridges Railroad tracks Strains and stresses Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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82 TABLE 7. Shears in Both Trusses for Curved Track. Panel Equivalentuniiorm LoadBin lbs./ft. Outer Truss Inner Truss InfluenceAreas Shearsin lbs. InfluenceAreas Shearsin lbs A B 3100 106.05 328,800 79.53 24b ,500 B C 3190 80.82 257,800 05.54 177 ,200 C D 2305 56.82 187 ,800 37.88 125,200 D E 3430 35.96 123,300 24.63 84,500 E F 3510 19.66 68,700 14.52 51,000 F G 3770 8.21 31,000 6.94 26,200 G H 3850 1.92 7 ,390 1.88 7 ,240 bending moments at the panel points in the trusses for straight track and for curved track. The influence ordinates for the outer and inner trusses for curved track &re found in the same manner as those for reactions or shears from the formulae Ordin. = r-(b + 2e + b 2qh) and Ordin. = —(b - 2e) respectively. Their calculations willnot be shown here. The maximum bending moments at different panel points ineach truss for straight track from Coopers E-50 loading are givenin Table 8 with the influence areas and equivalent uniform loads.The influence areas and the

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Author Feng, Kaimin Kay
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Flickr tags
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  • bookid:stressesinrailwa00feng
  • bookyear:1916
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Feng__Kaimin_Kay
  • booksubject:Railroads
  • booksubject:Railroad_bridges
  • booksubject:Railroad_tracks
  • booksubject:Strains_and_stresses
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:172
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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27 July 2014



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