Design of cantilever slab in RCDC should be added and also slab supported by beams on its two sides and its other two sides free or only three sides are supported by beams and the other side free.

This might be difficult to implement, but it might be nice if you could label the node numbers in the physical modeler different than used in the analytical modeler so that you could keep those nodes the same. Therefore, they would show up the sam...

It is hoped that the API SPEC 4F standard can be added, and the wind load can be quickly loaded in 45°, 135°, and so on.

It would be helpful to add a measurement of angles function to the program especially when dealing with complicated angles and geometry it will help speed up the modeling process and aid in efficiency.

When completing a design in RCDC if the member fails, you cannot edit the rebar. I would like to be able to edit reinforcement. Then after the reinforcement is added, I would like it to print a full report so I can see what is failing. This is so ...

Versions previous to 23.0 allowed a descriptive title in the header block. Now the reader has no clue what the report is about, except maybe by the file name. See attached file which shows descriptive title, right up front where you expect it.

The ability to add reference labels to geometry (or note), so when the whole model is displayed you can have visual reference of what each item represents, ie label gridlines, elevations

Report generation is significantly improved in the latest version. it will be great, If user able get the beam & column design details like , grade of concrete, member size, reinforcement required, reinforcement provided etc. in an table forma...

Useful when passing drawing to drafting team as they don't have to edit the received drawing, wasting their valuable time.

Imperial system of construction (Feet Inches) is still very much in use at remote locations in india. Beams, slabs etc allow input of mm in decimal range for equivalent "in" cross section, such functionality is unavailable in coumns and I have to ...