Exam 7: Applications of the Integral
Exam 1: Preparing for Calculus160 Questions
Exam 2: Limits and Continuity122 Questions
Exam 3: The Derivative104 Questions
Exam 4: More About Derivatives100 Questions
Exam 5: Applications of the Derivative170 Questions
Exam 6: The Integral129 Questions
Exam 7: Applications of the Integral163 Questions
Exam 8: Techniques of Integration169 Questions
Exam 9: Infinite Series200 Questions
Exam 10: Parametric Equations; Polar Equations132 Questions
Exam 11: Vectors; Lines, Planes, and Quadric Surfaces in Space138 Questions
Exam 12: Vector Functions120 Questions
Exam 13: Functions of Several Variables100 Questions
Exam 14: Directional Derivatives, Gradients, and Extrema80 Questions
Exam 15: Multiple Integrals181 Questions
Exam 16: Vector Calculus180 Questions
Exam 17: Differential Equations99 Questions
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Let V be the volume of the solid that lies between planes perpendicular to the x-axis from x = 0 to x = 3. The cross-sections of this solid perpendicular to the x-axis run from to and they are semicircles with diameters in the xy-plane. Then V is
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Let A denote the area enclosed by the equation and the x-axis. Then A is
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A bucket weighing 10 pounds containing 30 pounds of sand is attached to the lower end of a chain of 100 feet long and weighs 10 pounds. The work done to lift the bucket to the top, in foot-pounds, is
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A trough cross-section is a 2-foot-high and 2-foot-wide rectangle. If the trough is filled with water of density 62.5 pounds per cubic foot, the force, in pounds, due to hydrostatic pressure on one end of the trough is
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Let V be the volume of the solid generated by revolving the region enclosed by about the y-axis. Then V is
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Let V be the volume of the solid generated by revolving the region enclosed by x = y2, x = 2y - y2; about the x-axis. Then V is
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Let A denote the area enclosed by the equations and Then A is
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Let denote the y-coordinate of the centroid of the region enclosed by and Then =
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The work done by a variable force Newtons that moves an object along a straight line in the direction of F from x = 5 meters to x = 20 meters, in Newton-meters, is
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Let A denote the area enclosed by the equation and the x-axis with Then A is
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Let A denote the area enclosed by the equations y = x3 and y = x. Then A is
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Let V be the volume of the solid generated by revolving the region enclosed by the x-axis, about the x-axis. Then V is
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Let V be the volume of the solid generated by revolving the region enclosed by the y-axis, about the x-axis. Then V is
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A right circular cylindrical water tank with height 5 meters and radius 2 meters is filled with water with density 1000 kg per cubic meter, which is 3 meters deep. The work done, in kg-meters, to remove the water from the tank is
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Let V be the volume of the solid generated by revolving the region enclosed by x = y3, x = 2y2 - y3; about the x-axis. Then V is
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A cylindrical sewer pipe of radius 2 feet is half full of water of density 62.5 pounds per cubic foot. A gate used to seal off the sewer is placed perpendicular to the pipe opening. The force, in pounds, due to hydrostatic pressure on one end of the gate is
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Let denote the x-coordinate of the centroid of the region enclosed by and Then =
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A trough cross-section is a 4-foot-high and 2-foot-wide rectangle. If the trough is filled with water of density 62.5 pounds per cubic foot, the force, in pounds, due to hydrostatic pressure on one end of the trough is
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Let V be the volume of the solid generated by revolving the region enclosed by x = -y2, x = y2 - 2y; about the x-axis. Then V is
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