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yolanda ramirez

yolanda r.

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A central concept of the humanistic approach to personal growth is Group of answer choices determinism. social interest. active listening. self-actualization.

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Kahlan Opinion Surveys had beginning retained earnings of $24,600. During the year, the company reported sales of $105,700, costs of $78,300, depreciation of $9,000, dividends of $1,200, and interest paid of $635. The tax rate is 21 percent. What is the retained earnings balance at the end of the year?

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Application Security should be considered during which of the following phases of SDLC? Select the correct option(s) and click submit. Contract Negotiations Testing phase only Coding Phase only All the phases of SDLC

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3? 3 H i + $v_s(t) = 12 \cos 3t \text{ V}$ 1/3 F

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A cold-rolled steel plate ($S_{ut} = 675 \text{ MPa}$, $S_y = 490 \text{ MPa}$, $S_e = 180 \text{ MPa}$) undergoes fully reversed axial loading from $F_{min} = -555 \text{ kN}$ to $F_{max} = 555 \text{ kN}$. a) Calculate the resultant alternating normal stress: b)Using the estimated S-N diagram, determine the number of loading cycles that can be endured: $\sigma_a = 300 \text{ MPa}$ $\sigma_a = 330 \text{ MPa}$ $\sigma_a = 320 \text{ MPa}$ $\sigma_a = 280 \text{ MPa}$ $N = 2.33 \times 10^5 \text{ cycles}$ $N = 1.33 \times 10^5 \text{ cycles}$ $N = 0.33 \times 10^5 \text{ cycles}$ $N = 3.33 \times 10^5 \text{ cycles}$

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18- For two sets C and D the set (C - D) \cap D will be I. C II. D III. \phi (Empty set) IV. None of them

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18 Draw the full radical mechanism for the following reaction and give the product. H H H-Br R-O-O-R 19 Give the products of the following reactions Br2 hv NBS hv HBr H-O-O-H H-Br H-O-O-H Na(s) NH3(liq) -78?

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Determine the pressures $p_1$ and $p_2$ for the following system shown in below figure. Note that the system is horizontal, i.e., there is no elevation change between the 3 stations. Also, state the principle used in finding these pressures. Water ($\rho = 1000 \text{ kg/}m^3$) flows through the piping system shown below. $v_2 = 2.5 \text{ m/s}$ $D_2 = 5 \text{ cm}$ $p_2$ $v_3 = 4 \text{ m/s}$ $D_3$ $p_3 = p_{atm} = 1 \text{ atm}$ $v_1 = 1.5 \text{ m/s}$ $D_1 = 5 \text{ cm}$ $p_1$

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???????? deflection of beams+ 9.79 For the cantilever beam shown, determine the slope and deflection at end C. Use $E = 200 \text{ GPa}$. A 0.75 m B Fig. P9.79 and P9.80 3 kN 3 kN C $100 \times 11.5 0.5 m

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(c) (5 points) Consider the operator $H = \left|+\right>\left<+\right| - \left|-\right>\left<-\right| + \left(-i\left|+\right>\right)\left(-\left|-\right> + i\left|+\right>\right)\left<+\right|$ i. (3 points) Construct the matrix representation of $H$ in the basis $|+\rangle$ and $|-\rangle$. ii. (2 points) Find out the eigenvalues of $H$.

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