\(a,m=600g0,6kg\\ g=10\dfrac{m}{s^2}\\ h=20m\\ \Rightarrow W_t=m.g.h=0,6.10.20=120\left(J\right)\\ W_đ=\dfrac{m.v^2}{2}=\dfrac{0,6.10^2}{2}=30\left(J\right)\\ W=W_t+W_đ=120+30=150\left(J\right)\)
\(b,W_đ=50\left(J\right)\\ \Rightarrow W_t=W-W_đ=150-50=100\left(J\right)\)
c, Vì vận chạm đất nên
\(W_t=0\left(J\right)\\ \Rightarrow W_đ=W-W_t=150-0=150\left(J\right)\\ \Rightarrow v=\sqrt{\dfrac{W_đ.2}{m}}=\sqrt{\dfrac{150.2}{0,6}}=10\sqrt{5}\left(\dfrac{m}{s}\right)\)