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49. We denote the mass of the slab as m, its density as ρ, and volume as V . The angle of inclination is
    θ = 26◦ .

    (a) The component of the weight of the slab along the incline is

                    F1   =   mg sin θ = ρV g sin θ
                             (3.2 × 103 kg/m )(43 m)(2.5 m)(12 m)(9.8 m/s2 ) sin 26◦ = 1.77 × 107 N .
                                             3
                         =

    (b) The static force of friction is

               fs    =   µs N = µs mg cos θ = µs ρV g cos θ
                         (0.39)(3.2 × 103 kg/m )(43 m)(2.5 m)(12 m)(9.8 m/s2 ) cos 26◦ = 1.42 × 107 N .
                                              3
                     =

    (c) The minimum force needed from the bolts to stabilize the slab is

                              F2 = F1 − fs = 1.77 × 107 N − 1.42 × 107 N = 3.5 × 106 N .
                                                                                        2
        If the minimum number of bolts needed is n, then F2 /nA ≤ 3.6 × 108 N/m , or

                                                    3.5 × 106 N
                                     n≥                  2                   = 15.2 .
                                          (3.6 × 108 N/m )(6.4 × 10−4 m2 )

        Thus 16 bolts are needed.

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P13 049

  • 1. 49. We denote the mass of the slab as m, its density as ρ, and volume as V . The angle of inclination is θ = 26◦ . (a) The component of the weight of the slab along the incline is F1 = mg sin θ = ρV g sin θ (3.2 × 103 kg/m )(43 m)(2.5 m)(12 m)(9.8 m/s2 ) sin 26◦ = 1.77 × 107 N . 3 = (b) The static force of friction is fs = µs N = µs mg cos θ = µs ρV g cos θ (0.39)(3.2 × 103 kg/m )(43 m)(2.5 m)(12 m)(9.8 m/s2 ) cos 26◦ = 1.42 × 107 N . 3 = (c) The minimum force needed from the bolts to stabilize the slab is F2 = F1 − fs = 1.77 × 107 N − 1.42 × 107 N = 3.5 × 106 N . 2 If the minimum number of bolts needed is n, then F2 /nA ≤ 3.6 × 108 N/m , or 3.5 × 106 N n≥ 2 = 15.2 . (3.6 × 108 N/m )(6.4 × 10−4 m2 ) Thus 16 bolts are needed.