As long as there is no member end released assigned to it, the beam transfers all internal forces. It is deformed according to the existing internal forces and its rigidity. This results from the assigned cross-section and material.
When entering a new member, the "beam" member type is preset.
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions