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(Patran/Nastran) Translating physical model features into FEA

Hello everyone! I have an elementary understanding of FEA and am currently trying to improve upon it. One strategy that seemed favourable to me was to attempt to translate problems from a book I know (Mechanics of Materials by R.C. Hibbler) and replicate the solution where possible in Partran/Nastran Example 4.3 For the problem in Example 4.3 (attached), my initial thought was that one could model members AC and BD as 1D beams. Thereafter, the given material properties and 'fixed' displacement constraint at points C and D can be applied. However, modelling the 'rigid' member AB resting on AC and BD seemed to be a bit more challenging. What would be the best approach to model AB given that the only geometrical information available is its length at 600 mm? Would it be defined as a 1D beam element too as member AC and BD, or should it be modelled as a solid for instance? I assume that I cannot assign a numerical material property to AB analogous to AC and BD. Is my assumption correct? If yes, then does Patran provide me with an option to explicitly define AB as a rigid body? I did try to play with the group 'Contact Bodies' under 'Load/BCs' tabs but did not find any definitive success. However, I have a suspicion that the solution to my hurdle lies in here. It would be really nice if anyone familiar with Patran/Nastran can offer me some direction as to how I could better translate this problem for Patran or share any document/media I could use to help myself. Thank you! submitted by msjc1cg to fea

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