File:Design of elevated steel tanks (1911) (14784685025).jpg

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English:

Identifier: designofelevated00tree (find matches)
Title: Design of elevated steel tanks
Year: 1911 (1910s)
Authors: Trees, Merle Jay, 1883-1954
Subjects: Building, Iron and steel Water tanks Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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Total weight of,tank and roof = 46700$ Vertical Loads at Post Connection to Taiik. Dead Load Water = 208325$ Dead Load Metal = 11675fij 1 Y/ind Load = 3700$ Total = 228700$ Horizontal Thrust Q = 228700 x 0.114 = 861001Maximum Bending oment ■ 0.68 Qd = 0.68 x 26100 x 22 x 12 = 472000 # Assume Balcony 27 wide _. _ Moment Flange Stress m Girder = Effective Depth. 472000 25.73 = 1830O# Flange Section Required = 18300 -f 10000 = 1.83 square inches Use 1 - Channel 6 x 8# = 2.38 square inches 1 Maximum Shear 2 26100 = 13050/r V/eh Section Required = 13050 * 7500 = 1.73 square inches Thickness Plate Required- 1.73 4- 27.0 = 0.0642 Use 27 zt Plate. Thichness = 0.25 yd
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50.

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https://www.flickr.com/photos/internetarchivebookimages/14784685025/

Author Trees, Merle Jay, 1883-1954
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(Reusing this file)		 At the time of upload, the image license was automatically confirmed using the Flickr API. For more information see Flickr API detail.
Flickr tags
InfoField
  • bookid:designofelevated00tree
  • bookyear:1911
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Trees__Merle_Jay__1883_1954
  • booksubject:Building__Iron_and_steel
  • booksubject:Water_tanks
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:104
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
InfoField
30 July 2014


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