Instructions on Modern American Bridge Building by G. B. N. (George Bates Nichols) Tower
page 12 of 57 (21%)
page 12 of 57 (21%)
|
S
[TeX: $a = \frac{T}{S}$] or, by substituting the working strengths for the various materials in the formula, we have for wood, a = T/2000 Wrought Iron, a = T/1500 Cast Iron, a = T/4500 But, in practice, cast iron is seldom used except to resist compression. =Strains of Compression.= Allowing the same letters to denote the same things as above, we have for Wood, a = T/1000 Wrought Iron, a = T/12000 Cast Iron, a = T/25000 As this pamphlet has to do with wooden bridges only, nothing will be said of the proper relative dimensions of cast-iron columns to sustain the strains to which they may be subjected, but a table of the strength of columns will be found further on. |
|