E                        PROBLEM 8.
                                     The 20-lb block A hangs from a cable as shown. Pulley C is connected by a
            C
                        D            short link to block E, which rests on a horizontal rail. Knowing that the
                    θ                coefficient of static friction between block E and the rail is ms = 0.35 and
                               T     neglecting the weight of block E and the friction in the pulleys, determine
                                     the maximum allowable value of θ if the system is to remain in equilibrium.
            B
                A   20 lb
SOLUTION
     Free-body diagrams:
ms = 0.35
fs = tan-1 0.35 = 19.29
     Force triangle for pulley C:
                            Law of sines:
                                            sin a sin fs
                                                  =
                                             2T       T
                                            sin a = 2sin fs = 2 sin19.29o
                                                a = 41.35o
                                                q = fs + a = 19.29 + 41.35
                                                                                                    q = 60.6o ◀
 Note: Answer is independent of WA .
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                                                             1241
                                        PROBLEM 8.11
                                        The 50-lb block A and the 25-lb block B are supported by an incline
                                        that is held in the position shown. Knowing that the coefficient of
         A                              static friction is 0.15 between the two blocks and zero between block
             B                          B and the incline, determine the value of q for which motion is
                                        impending.
             θ
SOLUTION
Since motion impends, F = ms N between A + B
Free body: Block A
                             Impending motion: SFy = 0: N1 - 50 cos q = 0
N1 = 50 cos q
                                         SFx = 0: T - 50 sin q + m1 N1 = 0
                                                        T = 50 sin q - m1 (50)cos q                            (1)
Free body: Block B
                             Impending motion: SFy = 0: N 2 - N1 - 25 cos q = 0
                                                   N 2 = 75cos q
                                                    SFx : T - m1N1 - m2 N 2 - 25sin q
                                                 T = m1 (50) cos q + m2 (75) cos q + 25sin q                   (2)
Eq. (1) - Eq. (2):                   0 = 25sin q - m1 (100) cos q - m2 (75) cos q = 0
Substituting in for m1 = 0.15, m2 = 0, we have:
                                                           15
                             15cos q = 25sin q : tan q =      ;                                     q = 31.0 ◀
                                                           25
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             the prior written consent of McGraw-Hill Education.
                                                           1249
         500 N
                                                   PROBLEM 8.32
      45 mm       45 mm
  90 mm               90 mm
                                                   A 500-N concrete block is to be lifted by the pair of tongs shown.
                                                   Determine the smallest allowable value of the coefficient of static
         A        B              75 mm             friction between the block and the tongs at F and G.
  C                      D
                              105 mm
                              360 mm
        315 mm
  F      500 N            G
SOLUTION
Free body: Members CA, AB, BD
                                1
                      C y = Dy = (500) = 250 N
                                2
By symmetry:
Since CA is a two-force member,
        Cx    Cy   250 N
           =     =
      90 mm 75 mm 75 mm
              C x = 300 N
      SFx = 0: Dx = C x
                        Dx = 300 N
Free body: Tong DEF
         SM E = 0: (300 N)(105 mm) + (250 N)(135 mm)
      + (250 N)(157.5 mm) - Fx (360 mm) = 0
      Fx = + 290.625 N
                                       Fy         250 N
Minimum value of ms : ms =                  =
                                       Fx       290.625 N
                                                                                                       ms = 0.860 ◀
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                                                                 1275
                      y                                  PROBLEM 5.8
                                                         Locate the centroid of the plane area shown.
                          r = 38 in.
16 in.
                                                  x
                 20 in.
SOLUTION
                                        A, in 2                   x , in.    y , in.     xA, in3        yA, in3
                               p
             1                   (38)2 = 2268.2                     0       16.1277         0           36,581
                               2
             2                  - 20 ´ 16 = 320                  -10         8            3200          -2560
             S                         1948.23                                            3200          34,021
                                                  S xA        3200 in 3
Then                                         X=          =                                               X = 1.643 in. ◀
                                                  SA         1948.23 in 2
                                                  S yA        34,021 in3
                                             Y=          =                                               Y = 17.46 in. ◀
                                                  SA         1948.23 in 2
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         written consent of McGraw-Hill Education.
                                                                   566