A uniform rigid bar of mass 3 kg is hinged at point F, and supported by a spring of stiffness \( k = 100 \, {N/m} \), as shown in the figure. The natural frequency of free vibration of the system is ___________ rad/s (answer in integer).
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: \[ \boxed{10} \, {rad/s} \]
Two designs A and B, shown in the figure, are proposed for a thin-walled closed section that is expected to carry only torque. Both A and B have a semi-circular nose, and are made of the same material with a wall thickness of 1 mm. With strength as the only criterion for failure, the ratio of maximum torque that B can support to the maximum torque that A can support is _________ (rounded off to two decimal places).
A thin flat plate is subjected to the following stresses: \[ \sigma_{xx} = 160 \, {MPa}; \, \sigma_{yy} = 40 \, {MPa}; \, \tau_{xy} = 80 \, {MPa}. \] Factor of safety is defined as the ratio of the yield stress to the applied stress. The yield stress of the material under uniaxial tensile load is 250 MPa. The factor of safety for the plate assuming that material failure is governed by the von Mises criterion is _________ (rounded off to two decimal places).
A prismatic vertical column of cross-section \( a \times 0.5a \) and length \( l \) is rigidly fixed at the bottom and free at the top. A compressive force \( P \) is applied along the centroidal axis at the top surface. The Young’s modulus of the material is 200 GPa and the uniaxial yield stress is 400 MPa. If the critical value of \( P \) for yielding and for buckling of the column are equal, the value of \( \frac{l}{a} \) is __________ (rounded off to one decimal place).
For a three-bar truss loaded as shown in the figure, the magnitude of the force in the horizontal member AB is __________ N (answer in integer).
A uniform rigid bar of mass 3 kg is hinged at point F, and supported by a spring of stiffness \( k = 100 \, {N/m} \), as shown in the figure. The natural frequency of free vibration of the system is _____________ rad/s (answer in integer).

Four free-vibration responses \(P,Q,R,S\) of a single-DOF spring-mass-damper with the same initial conditions are shown. Identify which curve corresponds to: (1) Overdamped, (2) Underdamped, (3) Critically damped, (4) Undamped.
