Essentials of Materials Science and Engineering, SI Edition
4th Edition
ISBN: 9781337672078
Author: ASKELAND, Donald R., WRIGHT, Wendelin J.
Publisher: Cengage Learning
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Question
Chapter 3, Problem 3.3P
Interpretation Introduction
Interpretation:
Any two applications where single crystals are used should be explained.
Concept introduction:
Materials or specifically solid materials could be classified as crystalline materials or amorphous materials base on the existence of any orderly arrangement of their constituent particles. Single grains in solid materials are referred to as single crystals.
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TUGAS-1
For a moist soil sample, the following are given:
-Total Volume: V 1.2 m³
-Total mass: M = 2350 kg
-Moisture Content: Wc = 8.6%
-Spesific Gravity of Soil Solids : Gs = 2.71.
Determine the following
a.
Moist Density (Y)
b.
Dry Density (yd)
C.
Void Ratio (e)
e.
f.
g.
Porosity (n)
Degree of Saturation (Sr)
Volume of water in the soil sample (Vw)
Draw the three phase of the soil element
complete with the number
TUGAS-2
Mass (kg)
Volum
V
Mac=
V₁ =
M = 2350
M₁ =
☐ Air Water
Solid
A saturated soil has a dry unit weight of 16.18 kN/m³. Its moisture content
(WC) is 23%.
Determine:
a.
Saturated unit weight, ysat
b. Spesific gravity, Gs
C.
Void Ratio, e
TUGAS-3
The dry density of a sand with a porosity of 0.387 is 1600 kg/m³.
Determine the void ratio of the soil and the specific gravity of soil solids.
POLIT
V=
POLITI
Please only do part E and F.
Please show your work and be as detailed as possible. Please explain the relationship between K the gain and stability of the system. Also, show how to plot the poles and why they are on either the real or imaginary axis. What is it about the example that indicated that?
thank you
4. Here is a modified version of Kadane's Algorithm which starts from the right side and goes to [9 pts]
the left:
n = length (A)
i = n - 1
maxoverall = A[i]
maxendingati = A[i]
print (A[i], maxendingati, maxoverall)
for i = n-2 down to 0 inclusive:
end
maxendingati = max (maxendingati+A[i],A[i])
maxoverall = max (maxoverall, maxendingati)
print (A[i], maxendingati, maxoverall)
We run this algorithm on an unknown list of length 5 and look at the results of the print
statements. The print statement executes five times. Fill in the missing information below:
Which Print
A[i]
maxendingati
First Time
Second Time
Third Time
-8
Fourth Time
Fifth Time
2
10
6
maxoverall
3
3
Chapter 3 Solutions
Essentials of Materials Science and Engineering, SI Edition
Ch. 3 - Prob. 3.1PCh. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - Prob. 3.25PCh. 3 - Prob. 3.26PCh. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.30PCh. 3 - Prob. 3.31PCh. 3 - Prob. 3.32PCh. 3 - Prob. 3.33PCh. 3 - Prob. 3.34PCh. 3 - Prob. 3.35PCh. 3 - Prob. 3.36PCh. 3 - Prob. 3.37PCh. 3 - Prob. 3.38PCh. 3 - Prob. 3.39PCh. 3 - Prob. 3.40PCh. 3 - Prob. 3.41PCh. 3 - Prob. 3.42PCh. 3 - Prob. 3.43PCh. 3 - Prob. 3.44PCh. 3 - Prob. 3.45PCh. 3 - Prob. 3.46PCh. 3 - Prob. 3.47PCh. 3 - Prob. 3.48PCh. 3 - Prob. 3.49PCh. 3 - Prob. 3.50PCh. 3 - Prob. 3.51PCh. 3 - Prob. 3.52PCh. 3 - Prob. 3.53PCh. 3 - Prob. 3.54PCh. 3 - Prob. 3.55PCh. 3 - Prob. 3.56PCh. 3 - Prob. 3.57PCh. 3 - Prob. 3.58PCh. 3 - Prob. 3.59PCh. 3 - Prob. 3.60PCh. 3 - Prob. 3.61PCh. 3 - Prob. 3.62PCh. 3 - Prob. 3.63PCh. 3 - Prob. 3.64PCh. 3 - Prob. 3.65PCh. 3 - Prob. 3.66PCh. 3 - Prob. 3.67PCh. 3 - Prob. 3.68PCh. 3 - Prob. 3.69PCh. 3 - Prob. 3.70PCh. 3 - Prob. 3.71PCh. 3 - Prob. 3.72PCh. 3 - Prob. 3.73PCh. 3 - Prob. 3.74PCh. 3 - Prob. 3.75PCh. 3 - Prob. 3.76PCh. 3 - Prob. 3.77PCh. 3 - Prob. 3.78PCh. 3 - Prob. 3.79PCh. 3 - Prob. 3.80PCh. 3 - Prob. 3.81PCh. 3 - Prob. 3.82PCh. 3 - Prob. 3.83PCh. 3 - Prob. 3.84PCh. 3 - Prob. 3.85PCh. 3 - Prob. 3.86PCh. 3 - Prob. 3.87PCh. 3 - Prob. 3.88PCh. 3 - Prob. 3.89PCh. 3 - Prob. 3.90PCh. 3 - Prob. 3.91PCh. 3 - Prob. 3.92PCh. 3 - Prob. 3.93PCh. 3 - Prob. 3.94PCh. 3 - Prob. 3.95PCh. 3 - Prob. 3.96PCh. 3 - Prob. 3.97PCh. 3 - Prob. 3.98PCh. 3 - Prob. 3.99PCh. 3 - Prob. 3.100PCh. 3 - Prob. 3.101DPCh. 3 - Prob. 3.102DPCh. 3 - Prob. 3.103CPCh. 3 - Prob. 3.104CP
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