File:The elastic properties of concrete under bi-axial loading (1912) (14758481926).jpg

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Identifier: elasticpropertie00mill (find matches)
Title: The elastic properties of concrete under bi-axial loading
Year: 1912 (1910s)
Authors: Millard, Floyd Hays
Subjects: Concrete Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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51 half of one division. The deformation on the G^iiGe-line ismultiplied by five be means of the bent lever at A, Pic. 15,and this multiplied deformation ic read on the Ames dial at theleft of the figure. Each unit on the Ames dial is l/lOOO inchand therefore l/sOGO inch deformation on the sa\ige-line. An increacG in the length of the gauge-line gives a smallerreadir^ on the dial and vice versa, or in other ?7ords, a positivecorrected difference is tension and a negative correcteddifference is compression. In the case of measurements on the steel in beams, ITo, 54gauge-holes were drilled in the rods .hemselves to siich a depththat the botton of the hole v/ould clear the points of the instru-ment, usually l/s to 3/l6-in. See Pig. 15, page 52. After dril-ling, the gauge-holes T;^ere very slightly reamed irrith a dullcountersinker to insure a clean, sharp edge at the top. Pormeasurements on concrete, holes were bored in the specimen toa depth of one inch and gauge-rlugs were inserted and

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https://www.flickr.com/photos/internetarchivebookimages/14758481926/

Author Millard, Floyd Hays
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  • bookid:elasticpropertie00mill
  • bookyear:1912
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Millard__Floyd_Hays
  • booksubject:Concrete
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:103
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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30 July 2014



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