Chapter F

Exercises F.1

  1. 1.

    T

  2. 2.

    T

  3. 3.

    Answers will vary.

  4. 4.

    Answers may vary; one common answer is when the region has two or more “top” or “bottom” functions when viewing the region with respect to x, but has only 1 “top” function and 1 “bottom” function when viewed with respect to y. The former area requires multiple integrals to compute, whereas the latter area requires one.

  5. 5.

    4π+π222.436

  6. 6.

    16/3

  7. 7.

    π

  8. 8.

    π

  9. 9.

    1/2

  10. 10.

    22

  11. 11.

    4.5

  12. 12.

    4/3

  13. 13.

    2π/2

  14. 14.

    8

  15. 15.

    1/6

  16. 16.

    37/12

  17. 17.

    98

  18. 18.

    83

  19. 19.

    643

  20. 20.

    9

  21. 21.

    27/2

  22. 22.

    21

  23. 23.

    9/2

  24. 24.

    343/6

  25. 25.

    All enclosed regions have the same area, with regions being the reflection of adjacent regions. One region is formed on [π/4,5π/4], with area 22.

  26. 26.

    On regions such as [π/6,5π/6], the area is 33/2. On regions such as [π/2,π/6], the area is 33/4.

  27. 27.

    1

  28. 28.

    5/3

  29. 29.

    9/2

  30. 30.

    9/4

  31. 31.

    1/12(922)0.514

  32. 32.

    4/3

  33. 33.

    1

  34. 34.

    5

  35. 35.

    4

  36. 36.

    21/2

Exercises F.2

  1. 1.

    T

  2. 2.

    Answers will vary.

  3. 3.

    Recall that “dx” does not just “sit there;” it is multiplied by A(x) and represents the thickness of a small slice of the solid. Therefore dx has units of in, giving A(x)dx the units of in3.

  4. 4.

    volume

  5. 5.

    48π3/5 units3

  6. 6.

    175π/3 units3

  7. 7.

    π/6 units3

  8. 8.

    768π7

  9. 9.

    9π/2 units3

  10. 10.

    35π/3 units3

  11. 11.

    2π/15 units3

  12. 12.

    96π5

  13. 13.

    • π/2

      5π/6

      4π/5

      8π/15

  14. 14.

    • 512π/15

      256π/5

      832π/15

      128π/3

  15. 15.

    • 4π/3

      2π/3

      4π/3

      π/3

  16. 16.

    • 104π/15

      64π/15

      32π/5

  17. 17.

    • 8π

      8π

      16π/3

      8π/3

  18. 18.

    • π28+π4

      3π28+π4π2

      π28+π4+π2

  19. 19.

    Placing the tip of the cone at the origin such that the x-axis runs through the center of the circular base, we have A(x)=πx2/4. Thus the volume is 250π/3 units3.

  20. 20.

    The cross-sections of this cone are the same as the cone in 19. Thus they have the same volume of 250π/3 units3.

  21. 21.

    Orient the cone such that the tip is at the origin and the x-axis is perpendicular to the base. The cross-sections of this cone are right, isosceles triangles with side length 2x/5; thus the cross-sectional areas are A(x)=2x2/25, giving a volume of 80/3 units3.

  22. 22.

    Orient the solid so that the x-axis is parallel to long side of the base. All cross-sections are trapezoids (at the far left, the trapezoid is a square; at the far right, the trapezoid has a top length of 0, making it a triangle). The area of the trapezoid at x is A(x)=1/2(1/2x+5+5)(5)=5/4x+25. The volume is 187.5 units3.

Exercises F.3

  1. 1.

    T

  2. 2.

    F

  3. 3.

    F

  4. 4.

    T

  5. 5.

    9π/2 units3

  6. 6.

    70π/3 units3

  7. 7.

    96π5

  8. 8.

    2π/15 units3

  9. 9.

    48π3/5 units3

  10. 10.

    350π/3 units3

  11. 11.

    768π7

  12. 12.

    π/6 units3

  13. 13.

    • 4π/5

      8π/15

      π/2

      5π/6

  14. 14.

    • 128π/3

      128π/3

      512π/15

      256π/5

  15. 15.

    • 4π/3

      π/3

      4π/3

      2π/3

  16. 16.

    • 16π/3

      8π/3

      8π

  17. 17.

    • 16π/3

      8π/3

      8π

      8π

  18. 18.

    3π2

  19. 19.

    (a) Disk: π01[12(y4)2]dy=π3
    Shell: 2π01xx4dx=π3
    (b) Disk: π01(x4)2dx=π9
    Shell: 2π01y(1y4)dy=π9.

  20. 20.

    (a) Disk: π12(y13)2dy=3π5
    Shell: 2π01x(2(x3+1))dx=3π5
    (b) Disk: π01[2(x3+1)]2dx=9π14
    Shell: 2π12(2y)y13dy=9π14.

  21. 21.

    (a) Disk: π21[(4x+8)2(4x2)2]dx=1152π5
    Shell: 2π04yydy+2π416y[(2y4)+y2]dy=128π5+1024π5
    (b) Disk: π04[1+y2]2[1y2]2dy+π416[1+y2]2[1(2y4)]2dy=32π3+130π3
    Shell: 2π21(1x)[(4x+8)4x2]dx=54π
    (c) Disk: π21[(164x2)2(16(4x+8))2]dx=1728π5
    Shell: 2π04(16y)[y]dy+2π416(16y)[(2y4)+y2]dy=2176π15+3008π15.

Exercises F.4

  1. 1.

    In SI units, it is one joule, i.e., one newton-meter, or kgm/s2m. In Imperial Units, it is ft-lb.

  2. 2.

    The same.

  3. 3.

    Smaller.

  4. 4.

    force; distance

  5. 5.

    • 500 ft-lb

      10050229.29 ft

  6. 6.

    • 2450 J

      1568 J

  7. 7.

    • 12dl2 ft-lb

      75 %

      (12/2)0.2929

  8. 8.

    735 J

  9. 9.

    • 756 ft-lb

      60,000 ft-lb

      Yes, for the cable accounts for about 1% of the total work.

  10. 10.

    11,100 ft-lb

  11. 11.

    575 ft-lb

  12. 12.

    125 ft-lb

  13. 13.

    0.05 J

  14. 14.

    12.5 ft-lb

  15. 15.

    5/3 ft-lb

  16. 16.

    0.2625 = 21/80 J

  17. 17.

    fd/2 J

  18. 18.

    45 ft-lb

  19. 19.

    5 ft-lb

  20. 20.

    953,284 J

  21. 21.

    • 52,929.6 ft-lb

      18,525.3 ft-lb

      When 3.83 ft of water have been pumped from the tank, leaving about 2.17 ft in the tank.

  22. 22.

    192,767 ft-lb. Note that the tank is oriented horizontally. Let the origin be the center of one of the circular ends of the tank. Since the radius is 3.75 ft, the fluid is being pumped to y=4.75; thus the distance the gas travels is h(y)=4.75y. A differential element of water is a rectangle, with length 20 and width 23.752y2. Thus the force required to move that slab of gas is F(y)=4045.933.752y2dy. Total work is 3.753.754045.93(4.75y)3.752y2dy. This can be evaluated without actual integration; split the integral into 3.753.754045.93(4.75)3.752y2dy+3.753.754045.93(y)3.752y2dy. The first integral can be evaluated as measuring half the area of a circle; the latter integral can be shown to be 0 without much difficulty. (Use substitution and realize the bounds are both 0.)

  23. 23.

    212,135 ft-lb

  24. 24.

    • approx. 577,000 J

      approx. 399,000 J

      approx. 110,000 J (By volume, half of the water is between the base of the cone and a height of 3.9685 m. If one rounds this to 4 m, the work is approx 104,000 J.)

  25. 25.

    187,214 ft-lb

  26. 26.

    617,400 J

  27. 27.

    4,917,150 J

Exercises F.5

  1. 1.

    Answers will vary.

  2. 2.

    Answers will vary.

  3. 3.

    499.2 lb

  4. 4.

    249.6 lb

  5. 5.

    6739.2 lb

  6. 6.

    5241.6 lb

  7. 7.

    3920.7 lb

  8. 8.

    15682.8 lb

  9. 9.

    2496 lb

  10. 10.

    2496 lb

  11. 11.

    602.59 lb

  12. 12.

    291.2 lb

  13. 13.

    • 2340 lb

      5625 lb

  14. 14.

    • 1064.96 lb

      2560 lb

  15. 15.

    • 1597.44 lb

      3840 lb

  16. 16.

    • 41.6 lb

      100 lb

  17. 17.

    • 56.42 lb

      135.62 lb

  18. 18.

    • 1123.2 lb

      2700 lb

  19. 19.

    5.1 ft

  20. 20.

    4.1 ft

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