Transferring structures are used in order to change the structural system in the building, (which include: transferring beam, transferring column, transferring shear wall and.…). Different elements in these structures which are used in different stories of building, have very important role in controlling the bending moment and shear and axial force transmitted from the upper stories. The Using deep steel beam as a transferring beam structure can cause of increasing frame span in the lower level of changed structural system in tall building. The researchers found that excessive shear and flexural force in a transferring beam structure cause a rupture in its connections to the column and also cause formation plastic hinge in the connections of peripheral beams and columns in the local transferring beam structure. We used abaqus to model and check behavior of four I-shaped steel deep beams which we reduced beam sections by using Cube (called CW-RBS). These sections are obtained with placing cubes in the web of the deep steel beam. These used transferring beams are 18(m) long, the web is 1(m) high and 0.2(m) thick and flange 0.15(m) thick and 0.5(m) wide. As a result, type of failure mechanism in the place of loading and nearby supports of transferring beam structure was the type of flexural. Results showed using web cube in formation place of the mechanism, in addition to the debarment of formation plastic hinge in deep steel transferring beam also causes 33% reduction in shear force in the supports.