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margarita powell

margarita p.

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You have responded to a call from a customer who is having problems with his computer. After troubleshooting the problem, you discover the switch on the power strip was off. After switching it on, all of the components and their functionality return to normal. Which of the following is the BEST way to explain the solution to the customer?

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(b) Table I shows part of a microprocessor instruction set. Table 1 \begin{tabular}{|l|l|} \hline Instruction & Meaning \\ \hline ADD A, D & \( \mathrm{A} \longleftarrow \mathrm{A}+\mathrm{D} \) \\ MULD & \( \mathrm{A} \longleftarrow \mathrm{A} \times \mathrm{D} \). \\ MULA & \( \mathrm{A} \longleftarrow \mathrm{A} \times \mathrm{A} \) \\ MOV D,A & \( \mathrm{D} \longleftarrow \mathrm{A} \) \\ MOV A, DATA & \( \mathrm{A} \longleftarrow \mathrm{DATA} \) \\ END & Halt program \\ \hline \end{tabular} Use the given instructions to write an assembly language program to perform each of the following: (i) \( y=x^{4}+x^{2} \) (ii) \( z=8 x \) (8 marks)

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Generally psychologist are only permitted to practice in states where they hold an active

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What are the inalienable rights mentioned in the Declaration of Independence? a. Speech, Religion, and a free press b. Life, Liberty & The Pursuit of Happiness c. Life, Liberty, and Property

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1. VECTOR ADDITION Given the following two vectors: \vec{A} = 36 at 263° \vec{B} = 35 at 12° Compute the vector sum \vec{R} = \vec{A} + \vec{B} A. In Component form: (Note that the unit vectors \hat{i} and \hat{j} are necessary parts of the complete vector expression.) \vec{R} = \boxed{} \hat{i} + \boxed{} \hat{j} B. In polar form: \vec{R} = \boxed{} at \boxed{} ° 2. VECTOR ADDITION Given the following two vectors: \vec{A} = 32 at 300° \vec{B} = 35 at 174° Compute the vector sum \vec{R} = \vec{A} + \vec{B} A. In component form: (Note that the unit vectors \hat{i} and \hat{j} are necessary parts of the complete vector expression.) \vec{R} = \boxed{} \hat{i} + \boxed{} \hat{j} B. In polar form: \vec{R} = \boxed{} at \boxed{} ° 4. VECTOR SUBTRACTION Given the following two vectors: \vec{A} = 31 at 89° \vec{B} = 39 at 209° Compute the vector difference \vec{R} = \vec{A} - \vec{B} A. In component form: (Note that the unit vectors \hat{i} and \hat{j} are necessary parts of the complete vector expression.) \vec{R} = \boxed{} \hat{i} + \boxed{} \hat{j} B. In polar form: \vec{R} = \boxed{} at \boxed{} °

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The resistance of a 20 ft length of wire having a cross section of 0.0024 sq.in. is 8.2. The resistance of a second wire 15 ft in length, of the same material as the first wire but of different cross section, is 12.3. The cross section of the second wire is 0.8.

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Q5/ Design an Armstrong modulator to generate an FM signal with carrier frequency 65 MHz and f-75 kHz. A NBFM generator is available at a carrier frequency of 100 kHz and a frequency deviation Δf of 100 Hz. The stock room also has an oscillator, a BPF, multiplier, and plenty of nonlinear devices. Add file

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In architecture and structural engineering, a truss is a structure consisting of one or more triangular units constructed with straight members whose ends are connected at joints known as nodes. Trusses are composed of triangles because of their structural stability. A plane truss has all its members and nodes in a plane. The figure below depicts a 13-member plane truss bridge structure with loads of W1, W2, and W3, as indicated. The left end of the truss is rigidly fixed horizontally and vertically, and the right end (G) is fixed vertically but not horizontally. The truss members that are inclined with respect to the vertical are all at an angle of 45 degrees. For the truss to be in static equilibrium, the horizontal and vertical components of the net force at each node must be equal to zero (Newton's 1st Law). Assume the force vectors caused by the truss members are directed away from each node (i.e., assume they are all compression forces like the example in the notes). Since we are not interested in the forces exerted by the end supports, you only need to determine each of the 13 truss-member (internal) forces. You do this by summing the horizontal components of the forces at each node (A thru G) and setting each sum equal to zero. Also, sum the vertical components of the forces at each node (A thru F) and set each sum equal to zero. Don't forget the gravitational forces at nodes B, D, and F: these are labeled W1, W2, and W3. This will result in 13 equations for the 13 unknown truss-member forces. CONSTANT TERMS TO THE RIGHT-HAND SIDE. You will now have a system of equations of the form A*u=b, where u is the vector of unknown forces and b is a (known) vector of constants. Write a MATLAB script that will determine (using the "left divide command") the 13 forces and then print them to 2 decimal places, using fprintf. Set the values for the loads as W1=250 N, W2=400 N, and W3=200 N. For the forces you determine, a positive force represents a compression force and a negative force represents a tension force. Use the alphabetical ordering below (A thru G) for the vector containing all of the internal forces that your script solves for so that we all end up printing the same force vector (if the physics is done correctly, that is). A C E 3 5 7 6 11 12 G Ta W1 10 Ta W2 W3 13 11/111I

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Given the IP Address with CIDR Notation (a) The subnet Mask is (b) The Network ID is (c) The first usable IP Address is (d) The last usable IP Address is (e) The broadcast Address is (f) The Octet of interest is (g) The Class of the IP Address Given 156.204.81.79 255.224.0.0 (a) The CIDR representation is (b) The Network ID is (c) The first usable IP Address is (d) The last usable IP Address is (e) The broadcast Address is (f) The Octet of interest is (g) The Class of the IP Address 234.105.43.87/27

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A. Evaluate \int_3^5 \frac{2x - 3}{\sqrt{x^2 - 3x + 1}} dx Integrate \int x^2 e^x dx Find the partial fraction decomposition for \frac{7x^2 - 17x + 38}{(x + 6)(x - 1)^2} Evaluate the improper integral \int_{-\infty}^8 \frac{6x^3}{(x^4 + 1)^2} dx Let f(x) = ln(3 + 4x). Find the 5th degree term of the Taylor polynomial for f(x) centered at a = 0. Find the 100th degree term of the Taylor polynomial for f(x) centered at a = 0. Classify the equilibria of \frac{dy}{dx} = 5y^2 - y^3 as stable, unstable or semi stable. Find the particular solution to the initial value problem \frac{dy}{dx} = (y - 3)cos x, y(0) = 1.

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