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32. The phrase “loosely bolted” means that there is no torque exerted by the bolt at that point (where A
    connects with B). The force exerted on A at the hinge has x and y components Fx and Fy . The force
    exerted on A at the bolt has components Gx and Gy and those exerted on B are simply −Gx and −Gy
    by Newton’s third law. The force exerted on B at its hinge has components Hx and Hy . If a horizontal
    force is positive, it points rightward, and if a vertical force is positive it points upward.

    (a) We consider the combined A ∪ B system, which has a combined weight of M g where M = 122 kg
        and the line of action of that downward force of gravity is x = 1.20 m from the wall. The vertical
        distance between the hinges is y = 1.80 m. We compute torques about the bottom hinge and find
                                                      M gx
                                             Fx = −        = −797 N .
                                                       y
        If we examine the forces on A alone and compute torques about the bolt, we instead find
                                                      mA gx
                                               Fy =           = 265 N

        where mA = 54.0 kg and     = 2.40 m (the length of beam A).
    (b) Equilibrium of horizontal and vertical forces on beam A readily yields Gx = −Fx = 797 N and
        Gy = mA g − Fy = 265 N.
     (c) Considering again the combined A ∪ B system, equilibrium of horizontal and vertical forces readily
         yields Hx = −Fx = 797 N and Hy = M g − Fy = 931 N.
    (d) As mentioned above, Newton’s third law (and the results from part (b)) immediately provide
        −Gx = −797 N and −Gy = −265 N for the force components acting on B at the bolt.

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P13 032

  • 1. 32. The phrase “loosely bolted” means that there is no torque exerted by the bolt at that point (where A connects with B). The force exerted on A at the hinge has x and y components Fx and Fy . The force exerted on A at the bolt has components Gx and Gy and those exerted on B are simply −Gx and −Gy by Newton’s third law. The force exerted on B at its hinge has components Hx and Hy . If a horizontal force is positive, it points rightward, and if a vertical force is positive it points upward. (a) We consider the combined A ∪ B system, which has a combined weight of M g where M = 122 kg and the line of action of that downward force of gravity is x = 1.20 m from the wall. The vertical distance between the hinges is y = 1.80 m. We compute torques about the bottom hinge and find M gx Fx = − = −797 N . y If we examine the forces on A alone and compute torques about the bolt, we instead find mA gx Fy = = 265 N where mA = 54.0 kg and = 2.40 m (the length of beam A). (b) Equilibrium of horizontal and vertical forces on beam A readily yields Gx = −Fx = 797 N and Gy = mA g − Fy = 265 N. (c) Considering again the combined A ∪ B system, equilibrium of horizontal and vertical forces readily yields Hx = −Fx = 797 N and Hy = M g − Fy = 931 N. (d) As mentioned above, Newton’s third law (and the results from part (b)) immediately provide −Gx = −797 N and −Gy = −265 N for the force components acting on B at the bolt.