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20                                                          Chapter 1





         and the minus  sign  indicates that  produces  compression of the segment
         limited by the point of abscissa x and the end 1. There is obviously no torsion
         acting on the microcantilever, but the shear force is:





         where  the  plus  sign shows  compliance  with the rule  mentioned  above,
         because this component tends to rotate the considered segment in a clockwise
         direction when this segment is allowed to rotate about point P.  Similarly, the
         bending moment at point x is:





          and it  is  positive  because  tends  to sagg the portion 1-P  with  respect to
          point P which is considered fixed.


          4.6    Boundary Conditions, Determinate/Indeterminate
                 Systems


             Figure  1.14  shows the most frequently encountered boundary conditions
          in one-dimensional  members. In a given member under load, each boundary
          condition introduces a number of reactions, which are unknown initially.  A
          pinned end,  such  as the one shown  in Fig.  1.14 (a) introduces one reaction
          force, which is normal to the support direction, a guided end – pictured in Fig.
          1.14 (b)  –  has two  unknown  reactions: one  force  normal to the  support
          direction and one moment perpendicular to the plane of the structure.

















           Figure  1.14 Main boundary conditions: (a) pinned; (b) guided; (c) simply-supported; (d)
                                          fixed
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