Skip to main content

Expansion Joints in Buildings Technical Report No. 65 (1974) / Chapter Skim
Currently Skimming:

Appendix A: Computer Printout of an Elastic Analysis
Pages 33-38

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 33...
... The frame was analyzed for a 100 OF uniform temperature increase and for a coefficient of thermal expansion equal to 6 per million degrees Fahrenheit. 200 ft 20 21 1 1 2 2 3 O _ 1 O 1 B 1 Cal 28 -~ ~ 3 4 4 5 5 6 6 7 7 8 8 9 1 22 1 23 o ~ 39 40 P7; 32 ~ 33 24 25 18 Do 35 36 (D 37 Cal 38 39 41 1 42 27 o ~ 35 ma; ~71 F77 29 Ln f7: 30 a, 25 ft ~ Column Size = 24 24 in.
Read the entire page →
From page 34...
... of support restraints NRJ = No. of restrained supports E = Modulus of elasticity (lb/in.2)
Read the entire page →
From page 38...
... 4 ._ 48 ~ ~Q ._ 47 mp 46 ~, a, _ oo 17 X 16 15 14 13 12 11 .~ X Xlo _ 2~ 9 o 34 ~ 51 tD~ X X ~C]
Read the entire page →

Key Terms

  • directional cosine
  • temperature increase
  • coordi nates
  • degrees fahrenheit
  • uniform temperature

  • cartesian input
  • restraints nrj
  • thermal expansion
  • dead load
  • expansion equal

  • million degrees
  • x xlo
  • restraint index
  • support restraints
  • x x

  • frame nj
  • frame nr
  • uniform temp
  • restrained supports
  • coordinates x

  • x tn
  • tom lacy
  • nj nr
  • nt coordi
  • column size

  • dl str
  • areainert ia
  • beam size
  • load data
  • nr nrj


    • This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
    More information on Chapter Skim is available.