Reconsider Problem 3.29. If
(a) If
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Chapter 3 Solutions
MindTap Engineering for Glover/Overbye/Sarma's Power System Analysis and Design, 6th Edition, [Instant Access], 1 term (6 months)
- The voltage Vc (t) (in V) and the current i(t) (in Amp) after closing the switch in the circuit shown in Figure Q2 are given by: -v, (1 -e+) i(t) Vc (t) = V. (1 – e' Vo e R ic(t) T = RC where R = Resistance C = Capacitance Figure Q2 T = Time constant Consider the case where Vo = 30 V, R = 2000 N, and C = 3000 µF b) Assemble your user-defined function with necessary MATLAB code to obtain V, and ic when t = 20 s.arrow_forwardThe voltage V(1) (in V) and the current i(t) (in Amp) t seconds after closing the switch in the circuit shown are given by: R Vdt) = V(1– e/) i(t) = e, where t, = RC is the time constant. Consider the case where V = 24 V, R = 3800 2 and C = 4000 x 10-6 F. Determine the voltage and the current during the first 20 s after the switch is closed. Create a vector with values of times from 0 to 20 s with spacing of 2 s, and use it for calculating V(1) and i(t). Display the results in a three-column table where the values of time. voltage and current are displayed in the first, second, and third columns, respectively. (To display values in a Table, just create matrix and have its output displayed) Script ® C Reset I MATLAB Documentation 1 %Don't change the variable name 2 table =arrow_forwardLet f : B 3 → B where f(x, y, z) = (x + z)y.(a) Provide a truth table for the function.(b) Derive the canonical DNF for the function using the truth table.(c) Derive the canonical CNF for the function using the truth table.arrow_forward
- Using MATLAB, develop a computer program for the finite difference solution with general θ scheme for the 1D consolidation of a uniform layer of soil. Compare the results for θ=0, 0.5, 2/3 and 1.0 for α=0.49 and α=0.51 against the analytical solution of Terzaghi’s equation for T=0.5. Apply the program to both cases of double draining layer and single draining layer.arrow_forwardAnalysis 2: The voltage potential, v(t), builds up on the loops, based on the orientation of the magnetic field during an MR scan is given by: v(t) = 0.250t4 + 0.166t3 – 0.500 and the voltage at time t= 0 is 0.arrow_forwardQuestion 2: Use a Karnaugh map to simplify the Boolean function and find the SOP and POS for each case: F(AB,C,D)= EM(1,3,7,11,15) F(AB.C.D) =EM(0,2,5) F(ABC,D) = EM(0,1,2,3,4,5,10) + d(12, 13, 14, 15)arrow_forward
- Consider the function below: The function has 3 roots at -1,+1 and -2 f(x) = x3+2x2-x-2 What will be a possible g(x) for the above function?arrow_forwardThe specification limits on a particular quality characteristic calls for an upper limit of 380mm and a lower limit of 360mm. Lots of size 175 are submitted for inspection under ANSI/ASQC Z1.9 and the desired AQL is 2.75%. (i) Specify the parameters of the appropriate sampling plan. (ii) Determine whether a lot submitted for inspection should be accepted or rejected and state the estimate lot percent defective if the sample observations were as follows: 366 367 365 369 365 363 366 367 364 371 370 374 365 370 371arrow_forwardSimplify the following Boolean function F, together with the don’t-care conditions d, and then express the simplified function in sum-of-minterms form: F(A,B,C,D)= ∑(2,4,10,12,14) d(A,B,C,D)= ∑(0,1,5,8)arrow_forward
- USE MATLAB TO SOLVE THE PROBLEM A resistor of resistance R is supplied by a battery which consists of voltage source E in series with an internal resistance r. Plot the power P as a function of the resistance R for 1 Narrow_forward8. Write the following equation in reduced POS form: F (w, x, y, z) = II(4, 11, 15) + Md(1, 2, 3, 7, 12arrow_forwardUsing C language. In the mechanics of deformable bodies, the following relationships can be used to analyze uniform beams subject to distributed loads: dy dx 0 (x) M(x) de dx EI dM dx dV dx = = V(x) = w(x) Where: x = distance along the beam y = deflection 0 = slope E = modulus of elasticity of the beam I = moment of inertia of the cross-section of the beam M(x) = bending moment at x V = shear force at x w(x) = distributed load at x You measure the following deflections at seven points along the length of a uniform beam: 1.125 1.5 1.875 x [m] 0.375 0.75 -0.2571 -0.9484 -1.9689 -3.2262 -4.6414 y [cm] Employ 4th-order approximation for derivatives to compute the bending moment (in kNm), the shear force (in kN), and the distributed load (in kN/m) at the middle or fourth point. Use the following parameter values in your computation: E = 200 GPa, and I = 200 GPa, and I = 0.0003 m4. NOTES: 1. Ask the user for the modulus of elasticity. 2. Ask the user for the moment of inertia. 2.25 2.625…arrow_forwardarrow_back_iosSEE MORE QUESTIONSarrow_forward_ios
- Operations Research : Applications and AlgorithmsComputer ScienceISBN:9780534380588Author:Wayne L. WinstonPublisher:Brooks Cole
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