We are given the following:
Mass of the bar, \( m = 3 \, {kg} \),
Spring stiffness, \( k = 100 \, {N/m} \),
Length of the bar is \( L = 1 \, {m} \),
The system is hinged at point F and supported by a spring at point G.
Step 1:
The moment of inertia \( I \) of a uniform rigid bar of mass \( m \) and length \( L \), hinged at one end, is given by:
\[
I = \frac{1}{3} m L^2
\]
Substitute the given values:
\( m = 3 \, {kg} \),
\( L = 1 \, {m} \).
\[
I = \frac{1}{3} \times 3 \times 1^2 = 1 \, {kg} \cdot {m}^2
\]
Step 2:
The natural frequency \( \omega_n \) of the system is given by the formula:
\[
\omega_n = \sqrt{\frac{k}{I}}
\]
Substitute the given values:
\( k = 100 \, {N/m} \),
\( I = 1 \, {kg} \cdot {m}^2 \).
\[
\omega_n = \sqrt{\frac{100}{1}} = \sqrt{100} = 10 \, {rad/s}
\]
Thus, the natural frequency of the system is:
\[
\boxed{10} \, {rad/s}
\]