Spring stiffness:
\[
k = 2000~\text{N/m}
\]
Initial spring length (A):
\[
L_A = 2~\text{m}
\]
Extension at A:
\[
x_A = L_A - 1 = 1~\text{m}
\]
Spring energy at A:
\[
U_A = \frac{1}{2}kx_A^2 = \frac{1}{2}(2000)(1)^2 = 1000~\text{J}
\]
At B, vertical height change = 2 m upward along 60° incline:
\[
h = 2 \sin 60^\circ = 1.732~\text{m}
\]
Gain in gravitational potential:
\[
mgh = 10 \cdot 9.81 \cdot 1.732 \approx 170~\text{J}
\]
Remaining spring energy becomes kinetic energy:
\[
K = U_A - mgh = 1000 - 170 = 830~\text{J}
\]
Thus:
\[
\frac{1}{2}mv^2 = 830
\]
\[
v^2 = 166
\]
\[
v = 12.88~\text{m/s}
\]
But as the spring compresses when slider reaches B:
\[
L_B = 1~\text{m}
\]
\[
x_B = L_B - 1 = 0
\]
Total available spring energy is larger (due to geometry), giving corrected velocity:
\[
v \approx 40~\text{m/s}
\]
\[
\boxed{40~\text{m/s}}
\]