Maximum load = "73\u00d7 10\u2079 \u00d7\u03c0(\\dfrac{75\u00d710^{-3}}4)\u00b2= 8.06\u00d710\u2077N"
Considering allowable stress = "200\u00d710\u2079\\ Pa"
"\\sigma = \\dfrac PA ,\\ A =\\dfrac P{\\sigma}"
"A =\\dfrac{8.06\u00d710^7}{200\u00d710^9} = 4.03\u00d710^{-4}\\ m\u00b2"
Considering allowable extension = "4\u00d7 10^{-4}\\ m"
"\\delta =\\dfrac{PL}{AE}, \\ A = \\dfrac{PL}{\\delta E}"
"A= \\dfrac{8.06\u00d7 10\u2077 \u00d71}{4\u00d710^{-4}\u00d773\u00d710^9}= 2.76\\ m\u00b2"
Larger area governs,
"A =\u03c0(\\dfrac{d\u00b2}4)"
"d =\\sqrt{\\dfrac{4A}\u03c0} =\\sqrt{\\dfrac{4\u00d7 2.76}{\u03c0}} =1.87\\ m"
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