Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 141
The ratio I ^r- r for steel columns of practice rarely exceeds 150,and is usually less than 100. Fig. 53 is a combination of Figs. 49, 50, 51 and 52, andrepresents graphically a comparison of the Rankine, straight-line,Euler, parabola-Euler, and broken straight-line formulas for flat-ended… … 100 200 300 Fig, 53. 89. Design of Columns. All the preceding examples relat-ing to columns were on either (1) computing the factor of safety 114 STKENGTH OF MATERIALS 105 of a given loaded column, or (2) computing the safe load for agiven column. A more important problem is to design a columnto…
Architecture · Building
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