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Solução_Calculo_Stewart_6e

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F.<br />

288 ¤ CHAPTER 6 APPLICATIONS OF INTEGRATION<br />

TX.10<br />

15. (a) A cross-section is a washer with inner radius x 2 and outer radius x.<br />

V = 1<br />

π (x) 2 − (x 2 ) 2 dx = 1<br />

0 0 π(x2 − x 4 ) dx = π 1<br />

3 x3 − 1 x5 1<br />

= π 1<br />

− 1<br />

5 0 3 5 =<br />

2<br />

π 15<br />

(b) A cross-section is a washer with inner radius y and outer radius y.<br />

V = <br />

1<br />

π 2<br />

0 y − y<br />

2<br />

dy = 1<br />

π(y − 0 y2 ) dy = π 1<br />

2 y2 − 1 y3 1<br />

= π 1<br />

− 1<br />

3 0 2 3 =<br />

π<br />

6<br />

(c) A cross-section is a washer with inner radius 2 − x and outer radius 2 − x 2 .<br />

V = 1<br />

0 π (2 − x 2 ) 2 − (2 − x) 2 dx = 1<br />

0 π(x4 − 5x 2 +4x) dx = π 1<br />

5 x5 − 5 3 x3 +2x 2 1<br />

0 = π 1<br />

5 − 5 3 +2 = 8<br />

15 π<br />

17. (a) Using the Midpoint Rule on [0, 1] with f(x) =tan(x 2 ) and n =4,weestimate<br />

A = <br />

1<br />

<br />

0 tan(x2 ) dx ≈ tan 1 1<br />

<br />

2 <br />

+tan<br />

3<br />

<br />

2 <br />

+tan<br />

5<br />

<br />

2 <br />

+tan<br />

7<br />

<br />

2<br />

≈ 1 (1.53) ≈ 0.38<br />

4 8<br />

8<br />

8<br />

8<br />

4<br />

(b) Using the Midpoint Rule on [0, 1] with f(x) =π tan 2 (x 2 ) (fordisks)andn =4,weestimate<br />

V = <br />

1<br />

tan f(x) dx ≈ 1 π 2 1<br />

<br />

2 <br />

+tan 2 3<br />

<br />

2 <br />

+tan 2 5<br />

<br />

2 <br />

+tan 2 7<br />

<br />

2<br />

≈ π (1.114) ≈ 0.87<br />

0 4 8<br />

8<br />

8<br />

8<br />

4<br />

19.<br />

π/2<br />

0<br />

2πx cos xdx= π/2<br />

0<br />

(2πx)cosxdx<br />

The solid is obtained by rotating the region R = (x, y) | 0 ≤ x ≤ π 2 , 0 ≤ y ≤ cos x about the y-axis.<br />

21.<br />

π<br />

0<br />

π(2 − sin x)2 dx<br />

The solid is obtained by rotating the region R = {(x, y) | 0 ≤ x ≤ π, 0 ≤ y ≤ 2 − sin x} about the x-axis.<br />

23. Takethebasetobethediskx 2 + y 2 ≤ 9. ThenV = 3<br />

−3 A(x) dx,whereA(x 0) is the area of the isosceles right triangle<br />

whose hypotenuse lies along the line x = x 0 in the xy-plane. The length of the hypotenuse is 2 √ 9 − x 2 and the length of<br />

each leg is √ 2 √ 9 − x 2 . A(x) = 1 2<br />

√<br />

2<br />

√<br />

9 − x<br />

2 2<br />

=9− x 2 ,so<br />

V =2 3<br />

A(x) dx =2 3<br />

(9 − 0 0 x2 ) dx =2 9x − 1 x3 3<br />

=2(27− 9) = 36<br />

3 0<br />

25. Equilateral triangles with sides measuring 1 x meters have height 1 x sin 4 4 60◦ = √ 3<br />

8<br />

x. Therefore,<br />

A(x) = 1 · 1 x · √3<br />

x = √ 3<br />

2 4 8 64 x2 . V = 20<br />

A(x) dx = √ <br />

3 20<br />

x 2 dx = √ <br />

3 1 x3 20<br />

= 8000 √ 3<br />

= 125 √ 3<br />

m 3 .<br />

0 64 0 64 3 0 64 · 3 3<br />

27. f(x) =kx ⇒ 30 N = k(15 − 12) cm ⇒ k =10N/cm = 1000 N/m. 20 cm − 12 cm =0.08 m ⇒<br />

W = 0.08<br />

kx dx =1000 0.08<br />

xdx=500 x 2 0.08<br />

= 500(0.08) 2 =3.2 N·m =3.2 J.<br />

0 0 0

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