Elongation of AB under 300 kN load will be
\(
\frac{300\times10^3\times50\times10^{-2}}{12.5\times10^{-4}\times70\times10^9}\) = 1.71428 x 10-3 m = 0.171428 cm.
This elongation is more than the clearance 0.03 cm between the bars. Hence bars DE and BC will be subjected to compression whereas AB will remain in tension. Let P be compressive force is BC and DE then the tensile force in AB will be (300-P) kN. Then,
\(
\frac{(300-p)\times10^3\times50\times10^{-2}}{12.5\times10^{-4}\times70\times10^9}\) - \(
\frac{p\times10^3\times20\times10^{-2}}{12.5\times10^{-4}\times70\times10^9}\) - \(
\frac{p\times10^3\times25\times10^{-2}}{12.5\times10^{-4}\times210\times10^9}\)
= 0.03 x 10-2
\(\therefore\) P = 166.854 kN