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The solutions to the calculus ii final exam, including multiple choice questions and free response problems. Topics covered include integration, series, and fluid pressure.
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Multiple Choice. Fill in the answer to each problem on your computer-scored answer sheet. Make sure your name, section and instructor are on that sheet.
a) 6 b) 2 c) 0 d)
e)
e^2 + e f)
g) 13 h) 4
i) None of these. Solution: b)
a)
b) ฯ 4 c)
2 ฯ 4 d) ฯ
e) ฯ 2 f) 2 ฯ g) 2 h) 0
i) None of these. Solution: e)
0
1
0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.
a) 3 ฯ 5 b) 2 ฯ c) 6 ฯ 5 d) ฯ 20
e) 24 ฯ f) 12 ฯ g) ฯ 10 h) 9 ฯ 5
i) None of the above Solution: c)
0
dx (1 โ x)^2
a) โ 2 b) โ 1 c) 2
d) tanโ^1 2 e) ln 2 f) 0
g)
ln 3 h) The integral diverges. i) None of these
Solution: h)
n=
(โ1)n+1(x + 2)n n 2 n^
a) 1 b) 0 c) 4 d) โ
e)
f) 2 g) 6 h) None of these.
Solution: f)
x + 4
a) x^2 4 b) 3 x^2 128 c) โ x^2 64 d) 12 x^2
e) 3 x^2 256
f) 40 x^2 g) 15 x^2 128
h) None of these.
Solution: e)
a) 16 ฯ b) 9 ฯ c) 18 ฯ d) 36 ฯ
e) 11 ฯ f) 32 ฯ g) 8 ฯ h) None of these Solution: c)
(1 + 2x)^2
a)
n=
(โ1)n 2 nxn^ b)
n=
(n + 1)2nxn^ c)
n=
22 nx^2 n
d)
n=
(โ1)n+1 2 nโ^1 xn^ e)
n=
(โ1)nn 2 nxnโ^1 f)
n=
(โ1)n(n + 1)2nxn
g) None of the above
dx (x + 1)(x^2 + 1) Solution: Form A:
1 (x + 1)(x^2 + 1)
x + 1
Bx + C x^2 + 1 1 = A(x^2 + 1) + (Bx + C)(x + 1) A = 1/ 2 , B = โ 1 / 2 , C = 1/ 2
โซ dx (x + 1)(x^2 + 1)
dx x + 1
x x^2 + 1 dx +
dx x^2 + 1
=
dx x + 1
2 x x^2 + 1 dx +
dx x^2 + 1
Let u = x^2 + 1, du = 2x dx. The above becomes 1 2
dx x + 1
u
du + +
dx x^2 + 1
=
ln |x + 1| โ
ln(x^2 + 4) +
tanโ^1 (x) + C.
Form B:
1 (x โ 2)(x^2 + 1)
x โ 2
x x^2 + 1
x^2 + 1 โซ dx (x โ 2)(x^2 + 1)
dx x โ 2
2 x x^2 + 1 dx โ
dx x^2 + 1
=
ln |x โ 2 | โ
ln(x^2 + 1) โ
tanโ^1 (x) + C
(a) Set up the integral used to determine the arc length of the curve defined by the equation y^2 + 2y = 2x + 1 from (โ 1 , โ1) to (7, 3). Solution: x =
y^2 + y โ
, xโฒ^ = y + 1
s =
โ 1
1 + (y + 1)^2 dy
(b) Set up the integral used to find the length of the curve defined by the parametric equations
x = et^ โ t y = 4et/^2 0 โค t โค 1.
Solution: Form A:
xโฒ^ = et^ โ 1 , yโฒ^ = 2et/^2
s =
0
(et^ โ 1)^2 + 4et^ dt
Form B:
xโฒ^ = et^ + 2, yโฒ^ = 4et
s =
0
(et^ + 2)^2 + 4e^2 t^ dt
n=
(โ1)n 4 n Solution: Form A: (^) โ โ
n=
(โ1)n 4 n^
n=
n=
)n โ 1
Form B: (^) โ โ
n=
(โ1)n 3 n^
n=
n=
)n โ 1
Thus, the linear equation is F โ 144 = โ4(x โ 0), or F (y) = โ 4 y + 144, and the work is โซ (^18)
0
โ 4 y + 144 dy = (โ 2 y^2 + 144y)|^180 = 1944 lbs.
5 m
1 m Solution: Form A: Let y represent the depth of the water and be 0 at the top of the water. At depth y, we need to know the width across the plate. Note that we can easily do this if we divide the plate into a rectangle and a right triangle. Using similar triangles, the width across the triangle portion at depth y (weโll call it l), can be found by l 2
5 โ y 5
so l =
(5 โ y) and the width across the plate is x = 1 +
(5 โ y) = 3 โ
y. The force due to fluid pressure is therefore
0
ฯgy(3 โ
y) dy = ฯg
0
3 y โ
y^2 |^50 = ฯg(
y^2 โ
y^3 )|^50
lbs.
Form B: Here the width across the plate is found by calculating l 3
6 โ y 6 , l =
(6 โ y), x = 1 +
(6 โ y) = 4 โ
y.
0
ฯgy(4 โ
y) dy = 352800 lbs.