In this paper, results of theoretical considerations of calculations of anisotropy loaded beams are presented. Analytic relations between displacements of the beam axis, deformations of the beam, area of transversal section and Young's modulus and external loads are used for calculation of beams. The equations derived herein can be used for calculation of large displacements of beams of any curvature. New analytical dependences presented in this paper, was based on equations between the load and the bending moment for a loaded straight beam which was derived in 1956 by Bjorklund [1] and Rakowski and Solecki [2].
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