In this paper, the calculation of the elements loaded on the shear is processed. Expressions are derived and basic concepts such as absolute shear, relative shear, modulus of elasticity and pure shear are explained. Some of the possible shear modes are shown. The diagram explains the relationship between the absolute shear and the force T which is characterized by increasing from zero to its final value. The calculation of elements loaded on shear is theoretically and practically processed. An example of the calculation of transverse forces in the presence of coupling means is given, where it is assumed that the load is uniformly distributed on all rivets. Given the shape of the cross section, shear stresses and expressions for the calculation of these stresses are presented. The following cross-sectional shapes were analyzed: circular cross- section rectangular cross-section, cross-section of a circular tube and cross-section I profile. Furthermore, some of the possible ways of loading the beam such as the bracket and the simply supported beam are defined. Diagrams of transverse forces and moment diagrams and equations for deflection, slope, shear and moment are presented. The paper also includes checking the limit state of load-bearing capacity of a reinforced concrete beam under the action of transverse force. The calculation procedure is explained and the clamp spacing is defined. Given the results obtained, the required transverse reinforcement was determined. An example of determining the ultimate limit state for a wooden girder under the influence of a transverse force is also solved. At the end of the paper, a conclusion is given about the effect of the transverse force and the importance of the calculation on the structures.