Exam 7: Applications of the Integral

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Let A denote the area enclosed by the equation y=x24x+3y = x ^ { 2 } - 4 x + 3 and the x-axis. Then A is

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Let A denote the area enclosed by the equations y=x2y = x ^ { 2 } and y=8x2y = 8 - x ^ { 2 } Then A is

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The arc length of y=23x32 for x[1,4]y = \frac { 2 } { 3 } x ^ { \frac { 3 } { 2 } } \text { for } x \in [ 1,4 ] 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 y=x28y = \frac { x ^ { 2 } } { 8 } to y=xy = \sqrt { x } and they are equilateral triangles with bases in the xy-plane. Then V is

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The arc length of y=(x1)321 for x[5,10]y = ( x - 1 ) ^ { \frac { 3 } { 2 } } - 1 \text { for } x \in [ 5,10 ] is

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Let V be the volume of the solid generated by revolving the region enclosed by y=x,y = \sqrt { x }, the y-axis, y=2;y = 2; about the x-axis. Then V is

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The arc length of 8y=x4+2x2 for x[1,2]8 y = x ^ { 4 } + \frac { 2 } { x ^ { 2 } } \text { for } x \in [ 1,2 ] is

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Let A denote the area enclosed by the equations y=x3y = \sqrt [ 3 ] { x } and y=4xy = 4 x 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 y=x2,y = - x ^ { 2 }, Then V is

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Let A denote the area enclosed by the equations y=2x33x25xy = 2 x ^ { 3 } - 3 x ^ { 2 } - 5 x and y=x32x23xy = x ^ { 3 } - 2 x ^ { 2 } - 3 x Then A is

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The arc length of y=23(x+3)32+1 for x[2,1]y = - \frac { 2 } { 3 } ( x + 3 ) ^ { \frac { 3 } { 2 } } + 1 \text { for } x \in [ - 2,1 ] 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 y=0y = 0 to y=3xy = 3 - x 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 y=x28y = \frac { x ^ { 2 } } { 8 } to y=xy = \sqrt { x } 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 y=0y = 0 to y=x2y = x ^ { 2 } 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 y=x2,y = x ^ { 2 }, the x-axis, x=2;x = 2; about x=2x = 2 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 x=3yy2x = 3 y - y ^ { 2 } and x = y. Then A is

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