File:Test of concrete and reinforced concrete wall footings (1911) (14784728693).jpg

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Identifier: testofconcretere00petr (find matches)
Title: Test of concrete and reinforced concrete wall footings
Year: 1911 (1910s)
Authors: Petry, Charles Aloysius Ruskamp, William Henry
Subjects: Concrete footings Concrete walls Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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Text Appearing Before Image:
7 - 20 - Tahle 8. Data of Fall Footings With Straight Longitudinal Reinforcement. FootingFumhe r Kind ofConcrete Cement Reinforcement Description Percent Lengthin Ft. 1712 1:2:4 IT 6-l/2Plain Round Rods 0.98 5 1713 1:2:4 IT tt tt Tt »t 0.98 5 1716 1:1:2 TJ 6-l/2Plain Round Rods 0.98 5 1717 1:1:2 TT Tt Tt It ft 0.98 5 1721 1:2:4 U 6-3/8Plain Round Rods 0.55* 5 1722 1:2:4 u tt tt tt tt 0.55 5 1724 1:2:4 u 6-3/8Plain Round Rods 0.55* 5 1725 1:2:4 u n n tt tt 0.55 1727 1:2:4 u 6-3/8Plain Round Rods 0.55* 5 1728 1:2:4 u n. n tt tt 0.55 5 1741 1:2:4 u 2-5/8Plain Round Rods 0.52 5 1742 1:2:4 u tt tt tt tt 0.52 5 1744 1:2:4 u 3-5/8Plain Round Rods 0.77 5 1745 1:2:4 u ft ft tt Tf 0.77 5 1747 1:2:4 u 2-l/2Square Corrugated 0.42 5 1748 1:2:4 it tt tt tt tt 0.42 5 1751 1:2:4 IT 2-5/8Plain Round Rods 0.52 R 1752 12*4 TJ it n tt ^Footing Uo. 1727 was monolithic. and beam.*Footing ITo. 1724 had building paper placed between the pier/**Footing ITo. 1721 had the pier made one day later than the beam
Text Appearing After Image:
- 22 - Tahle 10. Data of Wall Footings with Rein-forcing Bars Bent Hp. Footing Kind of Cement Reinforcement Efumber Concrete Brand Description Percent 1731 1:2:4 - U 6-1/2 Square 1.25 Corrugated 1754 1:2:4 U 2-5/8 Plain 0.52 Round Rod 1755 1:2:4 IT 2-5/8 Plain 0.52 Round Rod 1757 1:2:4 TJ 4-5/8 Plain 1.04 Round Rod 1758 1:2:4 U 4-5/8 Plain 1.04 Round Rod 1761 1:2:4 U 4-1/2 Square Corrugated 0.85 1762 1:2:4 U 4-1/2 Square Corrugated 0.85 Disposition4 Bent Up. Bent up towithin 2 oftop and back8. Bent up towithin 2 oftop and back8. Bent up towithin 2 oftop and back10. 23 - I hi 1 I J) 11r 11 N if i lit 8*1 5j 1 t I I i i 4 * i - 24 - EC Deflection Diagrams. In looking over the data from the tests there was noapparent load which could he chosen as the one at which tocalculate stresses, for if these stresses were calculated atthe ultimate load; due to changed conditions in the test pieceimpossible stresses in the reinforcing oars were obtained.This difficulty was overcome by plotting the d

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https://www.flickr.com/photos/internetarchivebookimages/14784728693/

Author

Petry, Charles Aloysius;

Ruskamp, William Henry
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Flickr tags
InfoField
  • bookid:testofconcretere00petr
  • bookyear:1911
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Petry__Charles_Aloysius
  • bookauthor:Ruskamp__William_Henry
  • booksubject:Concrete_footings
  • booksubject:Concrete_walls
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:54
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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28 July 2014
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