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Fig. 8. A fixed-end uniform beam with a concentrated loading.

Fig. 9. A simply supported uniform beam with concentrated loading.

Fig. 10. The outer middle actin filament modeled as two simply supported spans in the case of deflection in the x direction: span AB with an applied bending moments M_A and M_B and span BC with an applied concentrated load T_n and bending moments M_B and M_C.

Fig. 11. A sketch of the geometric constraint oN the deflection of the outermost actin filaments of the central actin bundle. The plane shown is at in Fig. 4 A and B. This constraint requires that the displaced fimbrin cross-bridge have its length unchanged.

Fig. 12. as a function of .