The safe stress , for a hollow steel column which carries an axial load of 2200 kN is 120 MN/m^2. If the external diameter of the column is 25cm, determine the internal diameter.
Given axial load, "P= 2.2\\times10^3kN"
Stress "\\delta= 120MN\/m^2=120N\/mm^2=12N\/cm"
External diameter = 25cm
Area, A ="\\frac{Load}{Stress}=\\frac{2.2\\times10^3}{12}=183.333"
But the area of hollow A ="\\frac{\\pi}{4}(D^2-d^2)=183.333\\implies \\frac{\\pi}{4}(25^2-d^2)=183.333"
"0.785714285\\times(625-d^2)=183.333\\implies d^2=391.6667089"
"d=\\sqrt(391.6667089)=19.79 cm"
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