CHAPTER 4

FORCE AND MOTION

 

15.       F1 = (5.5 N)[(cos 30°) - (sin 30°) y] = (4.76 N) + (-2.75 N) ,

            F2 = (3.5 N)[(cos 37°) + (sin 37°) y] = (2.80 N) + (2.11 N) .

            SF = F1 + F2 + F3 = 0,     F     F3 = -(F1 + F2) = (-7.6 N) + (0.64 N) .    

So the x-component of F3 is  .

 

35.       The friction force is opposite the horizontal force.  a = = = .

 

40.       First find acceleration from kinematics.     vo = 0,     v = 35 m/s,     x = 0.50 m.

Taking xo = 0.

            v2 = v2o + 2a(x - xo),     F     a = v EQ \o(\s\up4(2o = = 1.23 ´ 103 m/s2.

            SF = ma = (0.056 kg)(1.23 ´ 103 m/s2) = .

 

50.       (a) For Jane:     T = ma = (50 kg)(0.92 m/s2) = 46 N.

            The force on John is also 46 N by Newton’s third law.

aJohn  = = toward Jane.

            (b) xJohn = aJohn t2 ,     xJane = aJane t2.  

So     = = = 1.2.

            Also     xJohn + xJane = 10 m,     or     xJohn + 1.2 xJohn = 10 m.

            Therefore         xJohn = .

 


59.              (a) SFx = F cosq = (30 N) cos 37° = 23.96 N = max,

so     ax = = .                                                         

            (b) SFy = N - F sinq - w = may = 0,

            so     N = w + F sin 37° = (25 kg)(9.80 m/s2) + (30 N) sin 37° = .

 

 
64.       (a) There are two rings.  SFy = T + T - w = 0.

            So     T = = = = .

            (b) In the vertical direction:     SFy = T sinq + T sinq  - mg = 0.

            So     T = = = .

 

67.              The free-body diagrams of the three objects.

            For m1: T1 - m1 g = m1 a,                      (1)

            For m3: T2 - T1 = m3 a,              (2)

            For m2: m2 g - T2 = m2 a,                      (3)

            (1) + (2) + (3) gives     (m2 - m1)g = (m1 + m2 + m3)a,

            so     a = .

            (a) a = = .

            (b) a = = -2.0 m/s2.  So it is .

 

73.       (a) For m1:       SFx = T - m1 g sinq = m1ax.                 (1)

            For m2:             SFy = m2 g - T = m2 ay.                                    (2)

            ax = ay = a in magnitude.     (1) + (2) results     (m2 - m1 sinq)g = (m1 + m2)a.

            a = g = ´ (9.80 m/s2) = (m1 up and m2 down).

                (b) From (2) in (a),  T = m2 (g - a) = (2.5 kg)(9.80 m/s2 - 1.24 m/s2) = .

 

 
82.       (a) SFy = N - mg = may = 0,     F     N = mg.

            SFx = F - fs = max = 0 (on the verge of moving),     so     fsmax = ms N = F,

or     ms = = = .

            (b) Similarly,     mk = = .

 

83.       Refer to the diagram in Exercise 4.82.

            F = fsmax = ms N = ms mg = 0.69(40 kg)(9.80 m/s2) = .

 

93.       SFy = N - mg cosq = may = 0,     F     N = mg cosq.

SFx = mg sinq - fk = max.

Or     mg sinq - mk N = mg sinq  - mk (mg cosq) = max.

So     mk =  = = .

 

 

 
97.       For m1: SF = T1 - m1 g = 0,                  (1)

            For m3: SF = T2 - T1 - fsmax = 0,                        (2)

            For m2: SF = m2 g - T2 = 0,                  (3)

            (1) + (2) + (3) gives     (m2 - m1)g - fs  = 0,

            or     (m2 - m1)g - ms N3 = (m2 - m1)g - ms m3 g = 0,

            so     ms = = = .

Alternate method (more conceptual).    

Since a = 0,     T1 = m1 g     and     T2 = m2 g.

            So for m3,     m2 g - m1 g - fs = 0,     or     m2 g - m1 g - ms m3 g = 0.    

Therefore     ms = .

 

99.       (a) First assume that m1 has the tendency to move up the incline.

 
            For m1:

            SFy = N1 - m1 g cosq = 0,     F     N1 = m1 g cosq.

SFx = T - m1 g sinq - fsmax = T - m1 g sinq - ms N1

                         = T - m1 g sinq - ms m1 g cosq = 0.

So     T = m1 g sinq + ms m1 g cosq = m1 g(sinq + ms cosq).

            For m2:

            SFx = m2 g - T = 0,     F     m2 g = T = m1 g(sinq + ms cosq).

            Therefore     m2 = m1 (sinq + ms cosq) = (2.0 kg)(sin 37° + 0.30 cos 37°) = 1.7 kg.

            Next assume the other extreme, that m1 has the tendency to move down the incline.

The static friction force will now be pointing up the incline, so the term ms m1 g cosq  becomes negative.  Repeating the calculation:   m2 = m1 (sinq - ms cosq) = (2.0 kg)(sin 37° - 0.30 cos 37°) = 0.72 kg.

            Therefore m2 can be anywhere .

(b) When both are moving at constant velocity, the acceleration is still zero. However, ms is replace by mk.

Assume that m1 has the tendency to move up the incline.

            m2 = m1 (sinq + mk cosq) = (2.0 kg)(sin 37° + 0.20 cos 37°) = 1.5 kg.

Assume that m1 has the tendency to move down the incline.

            m2 = m1 (sinq - mk cosq) = (2.0 kg)(sin 37° - 0.20 cos 37°) = 0.88 kg.

Therefore m2 can be anywhere between .