What would you like to have in ideCAD Static?

It is the subject of extra strain on the beams other than what we have calculated in the program. It is especially important in consoles. It may be a good idea to calculate the additional load due to the pressure exerted on the console below by means of the wall underneath due to the deflection of the beam on the upper floor, by calculating the amount of deflection in the beam before it is left to the user by the program, and it may be a good idea. I don't know how well it works, but I do this by increasing the beam wall load. In addition, this additional load is also a cause of cracks that occur outside the building. I recommend your application. Secondly; It would be better if the basement or ground floor sub-floor perimeter curtains are along the floor, which requires that floor to be considered as a rigid floor, and it would be possible to model these curtains with dilatation, if desired. Because of the extra lumber cost, the concrete for these curtains is usually poured separately. The curtain reinforcement does not pass to the column as we have given in detail, and its concrete is not monolithic. According to the regulation, these curtains must be poured monolithic together with the columns.
 
It would be better to add a video about how to fix common mistakes in idecad training videos (column-beam junction B) or other errors that may occur, and how to eliminate errors by increasing the cross-section of objects with insufficient cross-section.
 
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