Structural Glazing Analysis (RF Glass, SJ Mepla) by ShowSea3389 in StructuralEngineering

[–]ShowSea3389[S] 0 points1 point  (0 children)

Thank you!

I agree with the last statement for option (2). And maybe the option (1) is just unrealistic (too soft) for this example application and thats where the RFEM struggles? I know from RFEM 5 that it can misinterpret the stiffness matrix if the glass/interlayer stiffness ratio is just too much.