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 A denote the area enclosed by the equation and the x-axis. Then A is
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Let A denote the area enclosed by the equations and Then A is
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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 = 4. The cross-sections of this solid perpendicular to the x-axis run from to and they are equilateral triangles with bases in the xy-plane. 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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Let A denote the area enclosed by the equations and Then A is
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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 = 2. The cross-sections of this solid perpendicular to the x-axis run from y = 0 to y = x2 and they are semicircles with bases in the xy-plane. Then V is
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A spring in equilibrium is 4 meters long and an external force of 8 Newtons stretches the spring to a length of 4.5 meters. The work done by the spring in stretching it from 4.5 meters to 5 meters, in Newton-meters, is
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Let V be the volume of the solid generated by revolving the region enclosed by about 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 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 squares with bases in the xy-plane. Then V is
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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 = 4. 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 V be the volume of the solid that lies between planes perpendicular to the x-axis from x = 0 to x = 2. The cross-sections of this solid perpendicular to the x-axis run from to and they are equilateral triangles with bases in the xy-plane. 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 = y - 2; 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 the x-axis, about Then V is
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A trough cross-section is a 2-foot-high and 4-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 A denote the area enclosed by the equations and x = y. Then A is
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