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Thomas Calculus 13th [Solutions]

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Section 6.5 Work and Fluid Forces 475<br />

7<br />

4<br />

2<br />

9.14<br />

0<br />

2<br />

W ( y 17.5) (8 y) y in oz which is a Riemann sum. The work is the limit of these sums as the<br />

norm of the partition goes to zero:<br />

7<br />

4 2 7<br />

2 3<br />

( 17.5) (8 )<br />

4<br />

2450 26.25 27<br />

0<br />

2 2<br />

9 14 9 14 0<br />

4 7<br />

4<br />

4 y 3 26.25 2 4 7 3 26.25 2<br />

2<br />

y y y<br />

4 2 2<br />

914 0 914 4 2<br />

W y y dy y y y dy<br />

9 2450 9 7 7 2450 7 91.32 in-oz<br />

30. We fill the pipe and the tank. To find the work required to fill the tank note that radius = 10 ft, then<br />

3<br />

V 100 y ft . The force required will be F = 62.4 V = 62.4 100 y = 6240 y lb. The distance<br />

through which F must act is y so the work done lifting the slab is about W1 6240 y y lb ft. The work it<br />

385 385<br />

takes to lift all the water into the tank is: W W 6240 y y lb ft. Taking the limit we end up<br />

with W<br />

1 1<br />

360 360<br />

385 2<br />

y<br />

385<br />

6240 2 2<br />

1 y dy<br />

360<br />

2 2<br />

360<br />

6240 6240 [385 360 ] 182,557,949 ft-lb<br />

To find the work required to fill the pipe, do as above, but take the radius to be 4 in. 1 ft. Then<br />

1 3<br />

V y ft and 62.4<br />

62.4<br />

.<br />

36<br />

36<br />

360<br />

360<br />

360<br />

62.4 62.4 y 62.4 360<br />

2 2 2<br />

0 36 36 2 36 2<br />

0<br />

0<br />

W W W y dy<br />

2 6<br />

F V y Also take different limits of summation and integration:<br />

2 2<br />

352,864 ft-lb<br />

The total work is W W1 W 2 182,557,949 352,864 182,910,813 ft-lb. The time it takes to fill the tank<br />

W 182,910,813<br />

1650 1650<br />

and the pipe is Time 110,855 sec 31 hr<br />

35,780,000 1000 MG<br />

35,780,000<br />

dr<br />

1<br />

35,780,000<br />

6,370,000 r<br />

6,370,000 r<br />

r 6,370,000<br />

4 11 1 1<br />

10<br />

6,370,000 35,780,000<br />

31. Work dr 1000 MG 1000 MG<br />

2 2<br />

(1000) 5.975 10 6.672 10 5.144 10 J<br />

32. (a) Let be the x-coordinate of the second electron. Then<br />

2 2<br />

r ( 1)<br />

0 ( ) 0 29<br />

(23 10 ) 29<br />

23 10 (23 10 29 ) 1 1<br />

11.5 10 29<br />

2<br />

W F d d<br />

1 1 ( 1) 1<br />

1<br />

2<br />

0<br />

(b) W W1 W 2 where W 1 is the work done against the field of the first electron and W 2 is the work done<br />

2 2<br />

against the field of the second electron. Let be the x-coordinate of the third electron. Then r 1 ( 1)<br />

2 2<br />

and r 2 ( 1)<br />

1<br />

5 29 29<br />

5<br />

23 10<br />

5<br />

23 10 29 29 29<br />

23 10<br />

1<br />

( 23 10 )<br />

1 1 23<br />

10 ,<br />

3<br />

2 2<br />

r<br />

1 4 2 4<br />

1<br />

3 ( 1) 3<br />

W2 5 29 29 5<br />

29<br />

23 10<br />

5 29 29<br />

d 23 10 d 23 10 1 ( 23 10 ) 1 1 23 10 (3<br />

3<br />

2 2<br />

r<br />

1 6 4 12<br />

2<br />

3 ( 1) 3<br />

2)<br />

23 29<br />

10 .<br />

12<br />

29 29 29 29<br />

Therefore W W 23 23 23<br />

1 W2<br />

10 10 10 7.67 10 J<br />

4 12 3<br />

W d d and<br />

Copyright<br />

2014 Pearson Education, Inc.

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