MATERIALS SCI.+ENGR.:INTRO.-NEXTGEN
10th Edition
ISBN: 9781119503941
Author: Callister
Publisher: WILEY
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Chapter 12, Problem 2QAP
To determine
To show:
The minimum cation-to-anion radius ratio for a coordination number of 4 is 0.225.
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Matched filter in the frequency domain
(1.5) (a) Consider the signal s(t) in 3(c). Assuming that the unit of time is a millisecond
and the desired frequency resolution is 1 Hz, use the function contFT to compute
and plot |S(f).
(b) Use the function contFT to compute and plot the magnitude of the Fourier trans-
form of the convolution s * SMF numerically computed in 3(d). Also plot for
comparison |S(f)12, using the output of 5(a). The two plots should match.
(c) Plot the phase of the Fourier transform of s✶ SMF obtained in 5(b). Comment on
whether the plot matches your expectations.
Chapter 12 Solutions
MATERIALS SCI.+ENGR.:INTRO.-NEXTGEN
Ch. 12 - Prob. 1QAPCh. 12 - Prob. 2QAPCh. 12 - Prob. 3QAPCh. 12 - Prob. 4QAPCh. 12 - Prob. 9QAPCh. 12 - Prob. 13QAPCh. 12 - Prob. 15QAPCh. 12 - Prob. 19QAPCh. 12 - Prob. 20QAPCh. 12 - Prob. 23QAP
Ch. 12 - Prob. 24QAPCh. 12 - Prob. 25QAPCh. 12 - Prob. 26QAPCh. 12 - Prob. 27QAPCh. 12 - Prob. 28QAPCh. 12 - Prob. 32QAPCh. 12 - Prob. 33QAPCh. 12 - Prob. 34QAPCh. 12 - Prob. 37QAPCh. 12 - Prob. 38QAPCh. 12 - Prob. 40QAPCh. 12 - Prob. 41QAPCh. 12 - Prob. 43QAPCh. 12 - Prob. 48QAPCh. 12 - Prob. 1FEQPCh. 12 - Prob. 2FEQP
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- A reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having a span of 7.3 m, can be considered as a fully fixed at the left support and simply supported at the right end. It is reinforced for positive bending with 8-16 and for negative bending with 4816 plus 418. Calculate the collapse load using the plastic hinge method. (20%)arrow_forwardFind Eigenvalues and Eigenvectors for the following matrices: [10 4 A=0 2 0 3 1 1 -3arrow_forward1. (20 pts) Plot the pulse and the FFT for a pulse with the following properties at x=0 and x=10 cm. f=2 MHz m=3 Ncyc=2, 6, 20 po 1 MPa (source pressure) x=10 cm (propagates in a Newtonian fluid for 10 cm as a plane wave-not a sound beam) a=0.5 dB/(MHz cm) Consider 3 types of waves: sine, square, and sawtooth. (square and sawtooth only for grad students) Observe your plots and draw some conclusions. Discuss any possible issues you encounter. 2. (20 pts) We have the following 3 ultrasonic transducers: a. Focused 1 MHz, 2.54 cm diameter, 5.08 cm focus b. Focused 3 MHz, 2.54 cm diameter, 5.08 cm focus c. Unfocused 0.1 MHz, 2.54 cm diameter The transducers are operating in water (c=1486 m/s). I. Plot the axial field for all transducers II. Plot the focal transverse field for the focused transducers and the transverse field at the Rayleigh distance (R_0) and at 2R_0 for the unfocused. III. Assume source pressure of 0.1 MPa, and find the acoustic pressure in MPa at the location (r=0, z=4.5…arrow_forward
- A reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having a span of 7.3 m, can be considered as a fully fixed at the left support and simply supported at the right end. It is reinforced for positive bending with 8-16 and for negative bending with 4816 plus 418. Calculate the collapse load using the plastic hinge method.arrow_forwardCalculate the collapse load (P) for the two fixed ended beam shown below. Use equilibrium method P 2 m 4 m L=6 marrow_forwardFind the Q-points for the diodes in the circuit. Assume ideal diodes, and startwith the assumption that D is OFF, and D2 is ON for both circuits.arrow_forward
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