"\\delta_{st}=\\delta_{co}=\\delta"
"(\\frac{F\\cdot l}{S\\cdot E})_{co}=(\\frac{F\\cdot l}{S\\cdot E})_{st}"
"\\frac{\\sigma_{co}\\cdot l}{14\\cdot10^9}=\\frac{\\sigma_{st}\\cdot l}{210\\cdot10^9}"
"14\\cdot \\sigma_{st}=210\\cdot \\sigma_{co}"
When "\\sigma_{st}=150\\cdot 10^6 Pa"
"14\\cdot 150\\cdot 10^6=210\\cdot \\sigma_{co} \\to \\sigma_{co}=10\\cdot 10^6 Pa>6\\cdot 10^6 Pa"Â (not okay!)
When "\\sigma_{co}=6\\cdot 10^6 Pa"
"14\\cdot \\sigma_{st}=210\\cdot 6\\cdot 10^6 \\to \\sigma_{st}=90\\cdot 10^6 Pa<150\\cdot 10^6 Pa"Â (okay!)
Use "\\sigma_{st}=90\\cdot 10^6 Pa; \\sigma_{co}=6\\cdot 10^6 Pa"
"F_{st}+F_{co}=850000"
"\\sigma_{st}\\cdot S_{st}+\\sigma_{co}\\cdot S_{co}=850000"
"90\\cdot 10^6\\cdot S_{st}+6\\cdot 10^6\\cdot(0.2\\cdot 0.22-S_{st})=850000"
"84\\cdot S_{st}=0.85-0.264 \\to S_{st}=0.006976 m^2=6976m^2"
For one steel bar
"S_{0st}=6976\/4=1744 mm^2"
"\\frac{\\pi\\cdot D^2}{4}=1744 \\to D\\approx 47.1 mm"
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