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(c) 255/3 ft lbs (d) 363/4 ft lbs (e) 325/4 ft lbs 93 Calculate the average of the function g (x) = sin 3x over the interval [ /2, ] (a) 2/[3 ] (b) 5/ (c) 3/[2 ] (d) 2/ (e) 2/[3 ] 94 Set up (but do not calculate) the integral that represents the length of that portion of the graph of f (x) = x 2 + x over the interval [2, 5] 5 (a) 2 2x 2 + 2x + 2 dx (b) (c) (d) (e)

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5 2 5 2 5 2 5 2

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Nomenclature for these equations and the gures: wn = cam-follower system natural frequency xm = maximum displacement of output ym = cam maximum displacement ym = cam maximum velocity m = cam maximum acceleration y T1/TN = ratio of pulse width to system natural period Figure 132 shows the acceleration DRS of a modi ed trapezoidal cam with 5 percent critical damping Curves with other damping values can be added if so desired The curves peak at several values of wn From the spectra a designer can ascertain how systems of different periods relate to speci c inputs Also, it is found that damping has a greater effect on the residual vibration than on the primary response In establishing the acceptable damping factor it is usually conservative to use a value near the low end of the choices 1321 Example For illustration, consider a cam-follower system used in a high-speed automatic machine modeled with a single DOF, Chen (1982) The follower is actuated by a dwell-rise-dwell cam with a modi ed trapezoidal pro le The peak input acceleration is 500 m/sec2, and the duration of the excitation is 0015 sec If the follower linkage of the system is such that it has a natural frequency of 100 Hz, what will be the peak acceleration response of the follower during the lift stroke and during the dwell period Let us assume the damping factor is 005 1322 Solution With reference to Fig 132 with 5 percent damping and at time ratio T1/TN = 0015 100 = 15, the primary acceleration ampli cation is 298, and the residual acceleration amplication is 188 Therefore, the primary acceleration response will be 298 times the input or 1490 m/sec2, and the residual acceleration response will be 188 times the input or 940 m/sec2 If the effective mass of the follower is 40 N, the corresponding inertial load of the follower is 6075 N due to primary vibration and 3833 N due to residual vibration Next, a quantitative comparison (Chen, 1981) of the dynamic characteristics of various types of dwell-rise-dwell cam pro les will be shown Based on a single-DOF model, a.

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The sin(B+AB) can be replaced with the sum of two angles identity (see page 5 or the Mathematical Tables at the back of the book for trigonometric identities)

display of the dynamic characteristics of a number of cam pro les is presented It should be noted that damping has a signi cant effect on both the primary and the residual responses The more signi cant effect is on the residual response The magnitude of damping is very dif cult to rmly establish The effect of damping is to smooth out the curves and reduce the sharpness of the peaks in the residual responses Figure 133 presents the sNA of selected cams all having zero damping Figure 134 illustrates a comparison of the maximum primary vibrations of many important cam pro-

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95 Set up, but do not calculate, the integral that represents the surface area of the surface obtained when the curve y = x, 1 x 4, is rotated about the x-axis 4 (a) 1 2 1/sqr tx 1 + x 2 dx 4 (b) 1 2 x 1 + [1/(4x)] dx 4 (c) 1 2 x 1 + 4x dx 4 (d) 1 2 x 1 + 4x 2 dx 4 (e) 1 2 x 1 + [1/(4x 2 )] dx 96 A swimming pool is rectangular in shape with vertical sides The bottom of the pool has dimensions 20 feet by 40 feet, and the pool is 10 feet deep The pool is full Calculate the total hydrostatic pressure on that portion of the short side of the pool between depths 2 feet and 5 feet (a) 12104 (b) 13104 (c) 11104 (d) 10014 (e) 10204

8 10 12 14

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