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Thomas Calculus 13th [Solutions]

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1066 Chapter 14 Partial Derivatives<br />

2 2 2 2<br />

f , , 0 , f<br />

4 4 2 x , , 0 , f<br />

4 4 2 y , , 0 , f , , 0<br />

4 4 2 z 4 4 2<br />

2 2 2 2 2 2 2 2<br />

L( x, y, z) x y ( z 0) x y z<br />

2 2 4 2 4 2 2 2 2 2<br />

59.<br />

2 2 2<br />

V r h dV 2 rh dr r dh dV | (1.5,5280) 2 (1.5)(5280) dr (1.5) dh 15,840 dr 2.25 dh.<br />

You should be more careful with the diameter since it has a greater effect on dV.<br />

60. df (2 x y) dx ( x 2 y) dy df | (1,2) 3 dy f is more sensitive to changes in y; in fact, near the point<br />

(1, 2) a change in x does not change f.<br />

61. dI 1 V | 1 24<br />

2 (24,100) |<br />

100 2 dV 1, dR 20 0.01 (480)(.0001) 0.038,<br />

R<br />

dV dR dI dV dR dI or<br />

R<br />

100<br />

increases by 0.038 amps; % change in V (100) 1 4.17%; % change in 20<br />

24<br />

R (100) 20%;<br />

100<br />

I 24 0.24 estimated % change in I dI 100 0.038 100 15.83% more sensitive to voltage<br />

100<br />

I 0.24<br />

change.<br />

62. A ab dA b da a db dA| (10,16) 16 da 10 db; da 0.1 and db 0.1<br />

dA 26 (0.1) 2.6 and A (10)(16) 160 dA 100 2.6<br />

A 160<br />

100 1.625%<br />

63. (a) y uv dy v du u dv ; percentage change in u 2% | du | 0.02, and percentage change in v 3%<br />

dy v du u dv<br />

dy<br />

| dv| 0.03; du dv 100 du 100 dv 100 du 100 dv 100<br />

y uv u v y u v u v<br />

2% 3% 5%<br />

(b) z u v dz du dv du dv du dv (since u 0, v 0 )<br />

z u v u v u v u v<br />

dz 100 du dy<br />

100 dv 100 100<br />

z u v y<br />

7<br />

( 0.425)(7)<br />

( 0.725)(7)<br />

C C and Ch<br />

0.425 1.725<br />

71.84w h 71.84w h<br />

71.84w<br />

h<br />

dC 2.975 dw 5.075 dh ; thus when w 70 and h 180 we have<br />

1.425 0.725 0.425 1.725<br />

71.84w h 71.84w h<br />

dC| (70,180) (0.00000225) dw (0.00000149) dh 1 kg error in weight has more effect<br />

64.<br />

0.425 0.725 w<br />

1.425 0.725<br />

65. fx<br />

( x, y) 2x y 2 0 and f y ( x, y) x 2y 2 0 x 2 and y 2 ( 2, 2) is the critical<br />

point;<br />

2<br />

fxx ( 2, 2) 2, f yy ( 2, 2) 2, fxy ( 2, 2) 1 fxx f yy fxy<br />

3 0 and f xx 0 local minimum<br />

value of f ( 2, 2) 8<br />

66. fx<br />

( x, y) 10x 4y 4 0 and f y ( x, y) 4x 4y 4 0 x 0 and y 1 (0, 1) is the critical point;<br />

2<br />

fxx (0, 1) 10, f yy (0, 1) 4, fxy (0, 1) 4 fxx f yy f xy 56 0 saddle point with f (0, 1) 2<br />

67.<br />

2<br />

fx ( x , y ) 6 x 3 y 0 and<br />

2 2<br />

f y ( x , y ) 3 x 6 y 0 y 2 x and<br />

4 3<br />

3x 6 4x 0 x 1 8x<br />

0<br />

x 0 and y 0, or x 1 and y 1 the critical points are (0, 0) and 1 , 1 . For (0, 0):<br />

2<br />

2<br />

2 2<br />

Copyright<br />

2014 Pearson Education, Inc.

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