When air moves from section 1 to section 2 which is 67 meters below section 1, it experiences a change in entropy of 544 J/K. This is because of the fact that there is a considerable amount of friction action on surface of the tube. This friction generates the above quantity of entropy. We can also see the effect of friction on the air by looking at the change in density of air from section1 to section 2.
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In MATLAB write out a program to integrate the equations of motion of a rigid body. The inertia matrix is given by I = [125 0 0; 0 100 0; 0 0 75] which is a diagonal, where diag operator provides a matrix with given elements placed on its diagonal. Consider three cases where the body rotates 1 rad/sec about each principal axis. Integrate the resulting motion and study the angular rates and the resulting attitude (use any attitude coordinates). For each principal axis case, assume first that a pure spin about the principal axis is performed, and then repeat the simulation where a small 0.1 rad/sec motion is present about another principal axis. Discuss the stability of each motion. The code should produce a total of 6 simulations results when it is ran.
Q.
A strain gauge rosette that is attached to the surface of a stressed component
C). If the strain gauge rosette is of the D°
gives 3 readings (a = A, b = B, &c =
type (indicating the angle between each of the gauges), construct a Mohr's Strain
Circle overleaf. You should assume that gauge A is aligned along the x-axis.
Using the Mohr's Strain Circle calculate the:
[10 marks]
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(i) principal strains (1, 2)?
(au) oniona
[5 marks]
(ii) principal angles (1, 2)?
You should measure these anticlockwise from the y-axis.
20
[5 marks]
(iii) maximum shear strain in the plane (ymax)?
Ex = Ea
Ey = εc
[5 marks]
(epol)
(apob) é
Ea = A = -210
2
B=E₁ = -50
E₁ = C = 340
D = 45°
bril
elled
✓A
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2
1)
Solve and show which is converage or diyverage
a = 2+(0.1)"
3
16) a =
n
1-2n
2)
a
=
In n
1+2n
17) a =
n
1-5n4
3)
an
=
n* +8n³
18) a =√4"n
n² -2n+1
n!
20) a =
4)
a₁ =
10
n-1
(Ina)
5)
a=1+(-1)"
21) a=
6)
a
7)
an
=
* = (12+) (1-1)
2n
(-1)+1
2n-1
3n+1
22) a=
3n-1
x"
23) a=
.x>0
2n+1
2n
3"x6"
8) a =
24) a =
n+1
π
9)
a = sin
2
sin n
10) an =
n
+
2 x n!
25) a = tanh(n)
n²
1
26) a = -sin-
2n-1
27) a = tan(n)
n
n
11) a =
2"
12) a =
n
13) a = 8/
+=(1+2)"
14) a =
15) a = √10n
In(n+1)
29) a =
n
30) an-√n²-1
1
28) a =
+
√2"
(In n)200
n
31) a=-
= 1 dx
nix
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