Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 139
• C lOOOO■ ■ o 1 1-^r lOO Fig. 52. 200 The ratio I h- /■ 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… … lOO 200 300 Fijj. 53. 89. Design of Columns. All the preceding examples relat-ing to columns were on either (1) computing the factor of safety 114 STRENGTH 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 · Carpentry
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