MATH 1014 3.00 PW – APPLIED CALCULUS II – Prof. Madras
Solutions for Practice Test #1
1. (a) Integrate by parts: Let v = 2 x
1 / 2
, and we get u = ln x and dv = x
−
1 / 2 dx . Then du = (1 /x ) dx and
Z ln x
√ x dx =
=
2 x
1 / 2 ln x
−
Z
2 x
1 / 2
1 x dx
2 x
1 / 2 ln x
−
4 x
1 / 2
+ C .
(b) Use partial fractions. Write
( x
3
− x + 4
2)( x + 3)
=
=
A
+ x − 2
Ax + 3 A
B x + 3
+ Bx
−
2 B
( x
−
2)( x + 3)
Matching coefficients gives of equations is A = 2 and B
A + B = 3 and 3 A
−
2 B
= 1. So
= 4. The solution of this pair
Z
3 x + 4
( x
−
2)( x + 3) dx =
Z
2 x
−
2
+
1 x + 3 dx = 2 ln
 x
−
2

+ ln
 x + 3

+ C.
2. Let x = tan t . Then dx = sec
2 t dt , and
√
1 + x
2
=
√
1 + tan
2 t = sec t . Thus
Z x
2
1
√
1 + x
2 dx =
Z
1 tan
2 t sec t sec
2 t dt =
Z sec t tan
2 t dt .
It is not clear what to do with this, so try writing it in terms of sin and cos:
=
Z 1 / cos t
(sin t/ cos t )
2 dt =
Z cos t sin
2 t dt .
Now let w = sin t , so that dw = cos t dt :
=
Z dw w
2
=
− w
−
1
+ C =
1
− sin t
+ C.
Finally, we need to express this in terms of the following triangle: x again. Since tan t = x , we can draw
x t
1 that sin t = x/
Z
√
1 + x
2
, and this tells us
1 + x
2
. So we can finish as follows: x
2
1
√
1 + x
2 dx =
−
1 sin t
+ C =
−
√
1 + x
2 x
+ C .
3. The aquarium contains 4 cubic meters of water, so we only need to pump out the top quarter of the water. Consider a layer of water of thickness ∆ meters above the bottom. The mass of this layer is y at height y
(density)
×
(volume) =
=
1000 kg./m
3
4000∆ y kg.
×
4
×
1
×
∆ y m
3
The force needed to raise this layer is 9 raised a distance of 1
− y
.
8
×
4000∆ y newtons. This layer must be meters. Since we are only moving water from the top quarter of the tank, y ranges from 3 / 4 to 1. Therefore, the work (in joules) required for all of the layers is about
X
9 .
8 × 4000 × ∆ y i
× (1 − y i
)
(where y i is the height of the i th layer). This corresponds to the integral
Z
1
3 / 4
9 .
8
×
4000(1
− y ) dy .
4. (This is similar to Example 4 on page 426 of the text; see the sketches there.)
The two curves intersect at (0 , 0) and (1 , 1). Between these two points (i.e. for
0 ≤ x ≤ x axis).
1), the curve y = x lies above the curve y = x
4
(and both lie above the
Consider the solid obtained by rotating this region about the x axis. For each number x between 0 and 1, let A ( x ) be the crosssection area of the slice through the solid by the plane that is perpendicular to the x axis and that intersects the x axis at the given value of outer radius x x . The shape of the crosssection is a “washer” with and inner radius x
4
(i.e., the radius of the hole in the washer is x
4
). Therefore
A ( x ) = π (
√ x )
2
−
π ( x
4
)
2
= π ( x
− x
8
) and the volume of the solid is
Z
0
1
A ( x ) dx =
Z
0
1
π ( x
− x
8
) dx = π x
2
2
− x
9
9
1
0
= π
1
2
−
1
9
=
7
18
π .
5. (a) We have
∆ x =
4
−
2
3
=
2
3
, x
0 so the Trapezoidal Rule estimate is
= 2 , x
1
=
8
3
, x
2
=
10
,
3 x
3
= 4
T
3
=
=
=
=
∆ x
( f ( x
0
) + 2 f ( x
1
) + 2 f ( x
2
) + f ( x
3
))
2
2 / 3
(ln(2) + 2 ln(8 / 3) + 2 ln(10 / 3) + ln(4))
2
1
3
( .
6931 + 2( .
9808) + 2(1 .
2040) + 1 .
3863)
2 .
1493 .
(b) The absolute value of the error is less than or equal to
 4 − 2 
3
K
2
,
12 n
2 where K
2 is a number that satisfies d
2 dx
2 ln x
≤
K
2 for every x in [2 , 4].
Since the second derivative of ln for every x in [2 , x is − x
− 2
, we need to make sure that
4]. Since the largest that x
−
2 gets (for x x in [2 , 4]) is 2
−
2
− 2
≤ K
2
, we can take K
2
= 2
−
2
= 0 .
25. So to guarantee that T n is accurate to 4 decimal places, we need to choose n large enough so that

4
−
2

3
(0 .
25)
12 n
2
≤
10
−
4 i.e.
i.e.
2
×
10
4
12
40 .
82
≤
≤ n n
2
Therefore, 41 subintervals suffice.
(c) The function ln x is concave down (note that its second derivative is negative).
A sketch of a positive concavedown function shows that the trapezoids would all lie below the graph of the function. Therefore the sum of the areas of the trapezoids is smaller than the area under the curve. For this reason, we expect the estimate from (a) to be a bit smaller than the true value of the integral.