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</figure>
The influence of the dimensions can be illustrated best by using the single side fixed beam model <xr id="fig:One side fixed contact bending spring"/> (Fig. 6.20). For small deflections the following equation is valid:
:<math>F = \frac{3 x \cdot E x \cdot J}{L^3} x\cdot </math>
where J is the momentum of inertia of the rectangular cross section of the beam
