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Friction, lubrication and wear in lower kinematic pairs  99


                                 and Q be the resultant reactions on the moving element at B and A
                                 respectively. These will act at an angle </> with the normal to the guide
                                 surface in such a manner as to oppose the motion. If 0 is large, P and Q will
                                 intersect at a point C' to the left off and jamming will occur. Alternatively,
                                 if (j> is small, as when the surfaces are well lubricated or have intrinsically
                                 low-friction properties, C' will lie to the right of F so that the force F will
                                 have an anticlockwise moment about C' and the saddle will move freely.
                                 The limiting case occurs when P and Q intersect at C on the line of action of
                                 F, in which case




                                 and




                                 Hence, to ensure immunity from jamming/must not exceed the value given
                                 by eqn (4.5). By increasing the ratio x:y, i.e. By making y small, the
                                 maximum permissible value of/greatly exceeds any value likely to be
                                 attained in practice.


                                 Numerical example
                                 A rectangular sluice gate, 3 m high and 2.4 m wide, can slide up and down
                                 between vertical guides. Its vertical movement is controlled by a screw
                                 which, together with the weight of the gate, exerts a downward force of
                                 4000 N in the centre-line of the sluice. When it is nearly closed, the gate
                                 encounters an obstacle at a point 460 mm from one end of the lower edge. If
                                 the coefficient of friction between the edges of the gate and the guides is
                                /= 0.25, calculate the thrust tending to crush the obstacle. The gate is shown
     Figure 4.4                  in Fig. 4.4.

                                 Solution
                                 A. Analytical solution

                                 Using the notion of Fig. 4.4, P and Q are the constraining reactions at B and
                                 A. R is the resistance due to the obstacle and F the downward force in the
                                 centre-line of the sluice.
                                 Taking the moment about A,



                                 Resolving vertically


                                 Resolving horizontally
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