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37. (a) The shear stress is given by F/A, where F is the magnitude of the force applied parallel to one face
        of the aluminum rod and A is the cross-sectional area of the rod. In this case F is the weight of
        the object hung on the end: F = mg, where m is the mass of the object. If r is the radius of the
        rod then A = πr2 . Thus, the shear stress is

                                F  mg   (1200 kg)(9.8 m/s2 )                2
                                  = 2 =                      = 6.5 × 106 N/m .
                                A  πr      π(0.024 m)2

    (b) The shear modulus G is given by
                                                          F/A
                                                    G=
                                                          ∆x/L
         where L is the protrusion of the rod and ∆x is its vertical deflection at its end. Thus,

                                  (F/A)L   (6.5 × 106 N/m2 )(0.053 m)
                           ∆x =          =                            = 1.1 × 10−5 m .
                                    G           3.0 × 10 10 N/m2

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P13 037

  • 1. 37. (a) The shear stress is given by F/A, where F is the magnitude of the force applied parallel to one face of the aluminum rod and A is the cross-sectional area of the rod. In this case F is the weight of the object hung on the end: F = mg, where m is the mass of the object. If r is the radius of the rod then A = πr2 . Thus, the shear stress is F mg (1200 kg)(9.8 m/s2 ) 2 = 2 = = 6.5 × 106 N/m . A πr π(0.024 m)2 (b) The shear modulus G is given by F/A G= ∆x/L where L is the protrusion of the rod and ∆x is its vertical deflection at its end. Thus, (F/A)L (6.5 × 106 N/m2 )(0.053 m) ∆x = = = 1.1 × 10−5 m . G 3.0 × 10 10 N/m2