A fresh hyperbolic shear deformation theory has been constructed in order to get a deeper level of comprehension regarding Pending of deep beams. The number of variables in this theory is identical to the number of variables found in the classic hyperbolic shear deformation theory. Both theories have the same number of different factors to consider. When constitutive relations are combined with efficacy, this theory's most important contribution is that it makes it feasible to directly create transverse shear stresses. This is the most important aspect of the theory. This is the component that has been determined to be of the utmost importance. Because this satisfies the requirements for the absence of shear stresses on both the top and bottom surfaces of the beam, it is permissible to build the beam. The fact that the theory is accurate has directed to the current state of affairs, which may be summarised as follows: As a result of the use of this concept, a shear correction factor is no longer required. This is an immediate consequence of considering the notion. The fact that the transverse shear stress can be instantly determined from the application of the constitutive relation, which satisfies the stress-free boundary conditions at the Or and bottom of the beam, is the most significant aspect of the theory. This is because the theory allows for stress-free boundary conditions at both the top and bottom of the beam. This makes it possible to do an analysis of the beam in a manner that enables better precision in the results.

Bending Analysis, Hyperbolic Shear Deformation Theory.