(a)
The steady state, transient, free and forced responses for the following nonhomogenous equation

Answer to Problem 2.23P
Steady state response is 2.
Transient state response is
Free response is
Forced response is
Explanation of Solution
Given:
The given equation is as:
With initial conditions as follows:
Concept Used:
The given nonhomogenous equation is first transformed into the time domain using the Laplace transform as shown:
Taking Laplace of the above equation that is,
Now, the expression for
Therefore,
Now, in order to simplify the above equation, the partial fraction expansion could be used so that the expression becomes as:
Then, the inverse Laplace of
And for the free response the input would be taken zero or say the right-hand side part of the given equation is kept zero as shown:
Therefore,
For the forced response the initial conditions are kept zero such that:
Then the inverse of these two functions is calculated for finding the respective response.
Calculation:
The equation to be solved is as:
By taking the Laplace of this equation that is,
Therefore,
Using the partial fraction expansion, the transfer function could be simplified as shown below:
Now, on taking the inverse Laplace of the above transfer function, we get
Thus the above response consists of two parts, that is, the steady-state response and the transient state response.
Steady state response is 2.
Transient state response is
At zero initial conditions, using the partial fraction expansion
Therefore,
This is the forced response.
At zero input condition, using the partial fraction expansion.
Therefore,
This is the free response.
Conclusion:
Steady state response is 2.
Transient state response is
Free response is
Forced response is
(b)
The steady state, transient, free and forced responses for the following nonhomogenous equation

Answer to Problem 2.23P
Steady state response is
Transient state response is
Free response is
Forced response is
Explanation of Solution
Given:
The given equation is as:
With initial conditions as follows:
Concept Used:
The given nonhomogenous equation is first transformed into the time domain using the Laplace transform as shown:
Taking Laplace of the above equation that is,
Now, the expression for
Therefore,
Now, in order to simplify the above equation, the partial fraction expansion could be used so that the expression becomes as:
Then, the inverse Laplace of
And for the free response the input would be taken zero or say the right-hand side part of the given equation is kept zero as shown:
Therefore,
For the forced response the initial conditions are kept zero such that:
Then the inverse of these two functions is calculated for finding the respective response.
Calculation:
The equation to be solved is as:
By taking the Laplace of this equation that is,
Therefore,
Using the partial fraction expansion, the transfer function could be simplified as shown below:
Now, on taking the inverse Laplace of the above transfer function, we get
Thus the above response consists of two parts, that is, the steady-state response and the transient state response.
Steady state response is
At zero initial conditions, using the partial fraction expansion
Therefore,
This is the forced response.
At zero input condition, using the partial fraction expansion.
Therefore,
This is the free response.
Conclusion:
Steady state response is
Transient state response is
Free response is
Forced response is
(c)
The steady state, transient, free and forced responses for the following nonhomogenous equation

Answer to Problem 2.23P
Steady state response is
Transient state response is
Free response is
Forced response is
Explanation of Solution
Given:
The given equation is as:
With initial conditions as follows:
Concept Used:
The given nonhomogenous equation is first transformed into the time domain using the Laplace transform as shown:
Taking Laplace of the above equation that is,
Now, the expression for
Therefore,
Now, in order to simplify the above equation, the partial fraction expansion could be used so that the expression becomes as:
Then, the inverse Laplace of
And for the free response the input would be taken zero or say the right-hand side part of the given equation is kept zero as shown:
Therefore,
For the forced response the initial conditions are kept zero such that:
Then the inverse of these two functions is calculated for finding the respective response.
Calculation:
The equation to be solved is as:
By taking the Laplace of this equation that is,
Therefore,
Using the partial fraction expansion, the transfer function could be simplified as shown below:
Now, on taking the inverse Laplace of the above transfer function, we get
Thus the above response consists of two parts, that is, the steady-state response and the transient state response.
Steady state response is
Transient state response is
At zero initial conditions, using the partial fraction expansion.
Therefore,
This is the forced response.
At zero input condition, using the partial fraction expansion.
Therefore,
This is the free response.
Conclusion:
Steady state response is
Transient state response is
Free response is
Forced response is
(d)
The steady state, transient, free and forced responses for the following non homogenous equation

Answer to Problem 2.23P
Steady state response is
Transient state response is
Free response is
Forced response is
Explanation of Solution
Given:
The given equation is as:
With initial conditions as follows:
Concept Used:
The given nonhomogenous equation is first transformed into the time domain using the Laplace transform as shown:
Taking Laplace of the above equation that is,
Now, the expression for
Therefore,
Now, in order to simplify the above equation, the partial fraction expansion could be used so that the expression becomes as:
Then, the inverse Laplace of
And for the free response the input would be taken zero or say the right-hand side part of the given equation is kept zero as shown:
Therefore,
For the forced response the initial conditions are kept zero such that:
Then the inverse of these two functions is calculated for finding the respective response.
Calculation:
The equation to be solved is as:
By taking the Laplace of this equation that is,
Therefore,
Using the partial fraction expansion, the transfer function could be simplified as shown below:
Now, on taking the inverse Laplace of the above transfer function, we get
Thus the above response consists of two parts, that is, the steady-state response and the transient state response.
Steady state response is
Transient state response is
At zero initial conditions, using the partial fraction expansion.
Therefore,
This is the forced response.
At zero input condition, using the partial fraction expansion.
Therefore,
This is the free response.
Conclusion:
Steady state response is
Transient state response is
Free response is
Forced response is
Want to see more full solutions like this?
Chapter 2 Solutions
EBK SYSTEM DYNAMICS
- Procedure:1- Cartesian system, 2D3D,type of support2- Free body diagram3 - Find the support reactions4- If you find a negativenumber then flip the force5- Find the internal force3D∑Fx=0∑Fy=0∑Fz=0∑Mx=0∑My=0\Sigma Mz=02D\Sigma Fx=0\Sigma Fy=0\Sigma Mz=05- Use method of sectionand cut the elementwhere you want to findthe internal force andkeep either side of thearrow_forwardProcedure: 1- Cartesian system, 2(D)/(3)D, type of support 2- Free body diagram 3 - Find the support reactions 4- If you find a negative number then flip the force 5- Find the internal force 3D \sum Fx=0 \sum Fy=0 \sum Fz=0 \sum Mx=0 \sum My=0 \Sigma Mz=0 2D \Sigma Fx=0 \Sigma Fy=0 \Sigma Mz=0 5- Use method of section and cut the element where you want to find the internal force and keep either side of the sectionarrow_forwardProcedure: 1- Cartesian system, 2(D)/(3)D, type of support 2- Free body diagram 3 - Find the support reactions 4- If you find a negative number then flip the force 5- Find the internal force 3D \sum Fx=0 \sum Fy=0 \sum Fz=0 \sum Mx=0 \sum My=0 \Sigma Mz=0 2D \Sigma Fx=0 \Sigma Fy=0 \Sigma Mz=0 5- Use method of section and cut the element where you want to find the internal force and keep either side of the sectionarrow_forward
- For each system below with transfer function G(s), plot the pole(s) on the s-plane. and indicate whether the system is: (a) "stable" (i.e., a bounded input will always result in a bounded output), (b) "marginally stable," or (c) "unstable" Sketch a rough graph of the time response to a step input. 8 a) G(s) = 5-5 8 b) G(s) = c) G(s) = = s+5 3s + 8 s² - 2s +2 3s +8 d) G(s): = s²+2s+2 3s+8 e) G(s): = s² +9 f) G(s): 8 00 == Sarrow_forwardPlease answer the following question. Include all work and plase explain. Graphs are provided below. "Consider the Mg (Magnesium) - Ni (Nickel) phase diagram shown below. This phase diagram contains two eutectic reactions and two intermediate phases (Mg2Ni and MgNi2). At a temperature of 505oC, determine what the composition of an alloy would need to be to contain a mass fraction of 0.20 Mg and 0.80 Mg2Ni."arrow_forwardThe triangular plate, having a 90∘∘ angle at AA, supports the load PP = 370 lblb as shown in (Figure 1).arrow_forward
- Design a 4-bar linkage to carry the body in Figure 1 through the two positions P1 and P2 at the angles shown in the figure. Use analytical synthesis with the free choice values z = 1.075, q= 210°, ß2 = −27° for left side and s = 1.24, y= 74°, ½ = − 40° for right side. φ 1.236 P2 147.5° 210° 2.138 P1 Figure 1 Xarrow_forwardDesign a 4-bar linkage to carry the body in Figure 1 through the two positions P1 and P2 at the angles shown in the figure. Use analytical synthesis with the free choice values z = 1.075, q= 210°, B₂ = −27° for left side and s = 1.24, y= 74°, ½ = − 40° for right side. 1.236 P2 147.5° 210° P1 Figure 1 2.138 Xarrow_forwardcan you explain how in a coordinate frame transformation: v = {v_n}^T {n-hat} and then it was found that {n-hat} = [C]^T {b-hat} so v_n = {v_n}^T [C]^T {b-hat}, how does that equation go from that to this --> v_n = [C]^T v_barrow_forward
- 6) If (k = 0,7 cm) find Imax for figure below. 225mm 100mm ثلاثاء. 100mm 150mm 75mm Ans: Tmax=45:27 N/cm F-400 Narrow_forwardThe man has a weight W and stands halfway along the beam. The beam is not smooth, but the planes at A and B are smooth (and plane A is horizontal). Determine the magnitude of the tension in the cord in terms of W and θ.arrow_forwardDetermine the reactions at the two supports for this plate. Express the reactions in Cartesian vector form.arrow_forward
- Elements Of ElectromagneticsMechanical EngineeringISBN:9780190698614Author:Sadiku, Matthew N. O.Publisher:Oxford University PressMechanics of Materials (10th Edition)Mechanical EngineeringISBN:9780134319650Author:Russell C. HibbelerPublisher:PEARSONThermodynamics: An Engineering ApproachMechanical EngineeringISBN:9781259822674Author:Yunus A. Cengel Dr., Michael A. BolesPublisher:McGraw-Hill Education
- Control Systems EngineeringMechanical EngineeringISBN:9781118170519Author:Norman S. NisePublisher:WILEYMechanics of Materials (MindTap Course List)Mechanical EngineeringISBN:9781337093347Author:Barry J. Goodno, James M. GerePublisher:Cengage LearningEngineering Mechanics: StaticsMechanical EngineeringISBN:9781118807330Author:James L. Meriam, L. G. Kraige, J. N. BoltonPublisher:WILEY





