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Solução_Calculo_Stewart_6e

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F.<br />

TX.10<br />

SECTION 4.7 OPTIMIZATION PROBLEMS ¤ 199<br />

43. S =6sh − 3 2 s2 cot θ +3s 2 √ 3<br />

2 csc θ<br />

(a) dS<br />

dθ = 3 2 s2 csc 2 θ − 3s 2 √ 3<br />

2 csc θ cot θ or 3 2 s2 csc θ csc θ − √ 3cotθ .<br />

(b) dS<br />

dθ =0when csc θ − √ 3cotθ =0 ⇒ 1<br />

sin θ − √ 3 cos θ =0 ⇒ cos θ = √<br />

1<br />

sin θ 3<br />

. The First Derivative Test shows<br />

<br />

that the minimum surface area occurs when θ =cos −1 √<br />

1<br />

3<br />

≈ 55 ◦ .<br />

(c) If cos θ = 1 √<br />

3<br />

,thencot θ = 1 √<br />

2<br />

and csc θ = √ 3<br />

√<br />

2<br />

, so the surface area is<br />

S =6sh − 3 2 s2 1<br />

√<br />

2<br />

+3s 2 √ √<br />

3 3<br />

2<br />

<br />

=6sh + 6<br />

2 √ 2 s2 =6s h + 1<br />

2 √ s 2<br />

√<br />

2<br />

=6sh − 3<br />

2 √ 2 s2 + 9<br />

2 √ 2 s2<br />

√<br />

x2 +25<br />

45. Here T (x) =<br />

6<br />

+ 5 − x , 0 ≤ x ≤ 5 ⇒ T 0 (x) =<br />

8<br />

x<br />

6 √ x 2 +25 − 1 8 =0 ⇔ 8x =6√ x 2 +25 ⇔<br />

16x 2 =9(x 2 + 25) ⇔ x = 15 √<br />

7<br />

.But 15 √<br />

7<br />

> 5, soT has no critical number. Since T (0) ≈ 1.46 and T (5) ≈ 1.18,he<br />

should row directly to B.<br />

47. There are (6 − x) km over land and √ x 2 +4km under the river.<br />

We need to minimize the cost C (measured in $100,000) of the pipeline.<br />

C(x) =(6− x)(4) + √ x 2 +4 (8)<br />

⇒<br />

C 0 (x) =−4+8· 1<br />

2 (x2 +4) −1/2 8x<br />

(2x) =−4+ √<br />

x2 +4 .<br />

C 0 (x) =0 ⇒ 4=<br />

8x<br />

√<br />

x2 +4<br />

⇒ √ x 2 +4=2x ⇒ x 2 +4=4x 2 ⇒ 4=3x 2 ⇒ x 2 = 4 3<br />

⇒<br />

x =2/ √ 3 [0 ≤ x ≤ 6]. Compare the costs for x =0, 2/ √ 3,and6. C(0) = 24 + 16 = 40,<br />

C 2/ √ 3 =24− 8/ √ 3+32/ √ 3=24+24/ √ 3 ≈ 37.9,andC(6) = 0 + 8 √ 40 ≈ 50.6. So the minimum cost is about<br />

$3.79 million when P is 6 − 2/ √ 3 ≈ 4.85 km east of the refinery.<br />

49. The total illumination is I(x) = 3k<br />

x + k<br />

, 0

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