GATE AE 2017 • Q55 NAT • 2 Marks Aerospace Structures

Aerospace Structures

Structural Dynamics & Aeroelasticity

Subtopic: Free & Forced Vibrations of Continuous Beams

Question Statement:

The natural frequency of the system suspended by two identical vertical springs each of stiffness $k = 1000$ N/m carrying a mass $m = 2$ kg in parallel is _________ rad/s (round off to 1 decimal place).

Official Answer Key:

31.6

Step-by-Step Solution & Explanation

### **Detailed Step-by-Step Solution (GATE AE 2017 Q.55)** **1. Intuitive Physical Setup & Given Parameters**: - Two identical springs in parallel: $k_1 = k_2 = 1000\text{ N/m}$. - Suspended mass: $m = 2\text{ kg}$. **2. Step-by-Step Vibration Derivation**: 1. **Equivalent Spring Stiffness ($k_{eq}$)**: For two springs connected in parallel: k_{eq} = k_1 + k_2 = 1000 + 1000 = 2000\text{ N/m} 2. **Angular Natural Frequency ($\omega_n$)**: \omega_n = \sqrt{\frac{k_{eq}}{m}} = \sqrt{\frac{2000}{2}} = \sqrt{1000} \approx 31.62277\text{ rad/s} Rounding to one decimal place: \omega_n \approx 31.6\text{ rad/s} This falls right in the middle of the official acceptable interval **[31.0, 32.0] rad/s**. **3. Comprehensive Options & Distractor Analysis**: - **Question Type**: Numerical Answer Type (NAT). - **Exact Analytical Result**: **$\sqrt{1000} \approx 31.62$ rad/s** (Official Range: [31.0, 32.0]). **4. Official Master Key & Exam Takeaway**: - **Official Answer**: **31.6** - **Key Formula**: $\omega_n = \sqrt{\frac{k_1 + k_2}{m}}$ for parallel springs.
← Previous (Q54) All 2017 Questions Next (Q56) →

Related Structural Dynamics & Aeroelasticity Solved Questions

View All Structural Dynamics & Aeroelasticity PYQs →
GATE AE 2026 Q33 NAT • 1M

The response x(t) of a freely vibrating single degree of freedom underdamped system is given below. In the equation, A and $\phi$ are constants. The damping ratio of the system is ________ (rounded off to 3 decimal places). x(t) = Ae-5t sin(10t + $\phi$)

GATE AE 2026 Q59 NAT • 2M

A system comprising a bar, spring and mass is shown in the figure below. The bar, having negligible mass, is made of a material having Young's modulus E = 200 GPa, cross-sectional area A = 100 mm2, and length L = 100 mm. The spring stiffness k = 200 kN/mm and the mass M = 100 kg. The natural frequency of free vibration of the system is ________ rad/s (rounded off to the nearest integer).

GATE AE 2025 Q57 NAT • 2M

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).

GATE AE 2024 Q14 MCQ • 1M

Consider the free vibration responses P, Q, R and S (shown in the figure) of a single degree of freedom spring-mass-damper system with the same initial conditions. For the different damping cases listed below, which one of the following options is correct? 1. Overdamped 2. Underdamped 3. Critically damped 4. Undamped

Practice This in Real CBT Exam Interface

Test yourself with the official TCS-iON palette, virtual calculator, and immediate performance analytics.

Launch CBT Mock Test