For design of connections, I want to display internal forces at the start and and nodes of a beam in a result table. However, the beam consists of several members, which causes very unclear tabular representation. How can I optimize this?
connection, joint, internal forces
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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