.Derive the transfer function of the system below, by ignoring gravitation.(a) First use block diagrams and ignore gravity(b) Then use differential equations(c) Take Laplace transform of the differential equations and compare resulting modelsMassM- 1kgx2(t)DamperC = 5N/m/sSpring6 N/m

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Computer Networking: A Top-Down Approach (7th Edition)

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Author:James Kurose, Keith Ross

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5: A step change of magnitude 4 is introduced into a system having the transfer Determine (a) Percent overshoot, (b) Rise time, (c) function: = 10 Y(s) X(s) s²+1.6s+4 Ultimate value of Y(t), and (d) Period of oscillation. -455
The following is used to model a wave that impacts a concrete wall created by the US Navy speed boat.1. Derive the complete piecewise function of F(t) and F()The concrete wall is 2.8 m long with a cross-section area of 0.05 m2. The force at time equal zero is 200 N. It is also known that the mass is modeled as lumped at the end of 1200 kg and Young’s modulus of 3.6 GPa2. Use *Matlab to simulate and plot the total response of the system at zero initial conditions and t0 = 0.5 s
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answer in matlab script. do not use ai to solve.
SITUATION 1 (Fluid Flow in a Closed Conduit) Consider a fluid, with density (p) of 998.21 kg/m³ and dynamic viscosity (u) of 1.002 x 103 N-s/m², flowing in a 2000-meter long, 50-mm diameter smooth round pipe with velocity of 2.5 m/s. The energy loss on the pipe flow (he) due to friction between the pipe and the fluid is determined using Darcy-Weisbach equation, given as h₁ = f (²) (1/1) where f is the friction factor, L is the length of the pipe, D is the diameter of the pipe, V is the velocity of the flow, and g is the gravitational acceleration. The friction factor may be determined using an empirical equation developed by Nikuradse for flow in smooth pipes, given as 1 =0.869 In (Re√7)-0.8 where Re is the Reynolds number of the flow, determined as VDp R₂ = μl The friction factor equation given is only valid for flows with Reynolds number higher than 4000 (turbulent flow). Guide Questions: Determine the Reynolds number of the flow. Is the Nikuradse equation for friction factor…

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Derive the transfer function of the system below, by ignoring gravitation. (a) First use block diagrams and ignore gravity (b) Then use differential equations (c) Take Laplace transform of the differential equations and compare resulting models Mass M- 1kg x2(t) Damper C- SNm/si Spring 6 N/m