This feature will save the user runtime by not analysis the model again and again after it is closed once your working hours are done and next day engineer can pick it up from the same page where he left without re analysis the model, sometimes th...

The ability to split members (beams and walls) in Modeler would be very helpful, rather than delete and reenter

It will be helpful for RAM Concept to allow the engineer to specify at what stage the PT slab or beam will be stressed, in a similar mechanism to what RAPT allows. It would also be helpful for RAM Concept to warn the user when Clause 8.1.6.2 is no...

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...

Analyze and design ramps that joins different levels in a structure, as the ones you find in parking structures, for both, concrete and steel.

please add a feature to model and design circular or curved beams.

We design many buildings that include a combination of materials. Integrating masonry material properties by default and adding design for masonry would be useful, similar to Risa.

I would like to be able to model nonsymmetrical systems where baseplates are considered as pinned when in uplift and semi-rigid when in compression.This works well for symmetrical systems, but when the system is non-symmetrical, I have to make two...

I am designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. Due to field conditions, I cannot adjust the beam elevations to align at the column. Given this, we should be able to modify th...

Please Incorporate the Splice Connections consider the seismic provisions from AISC 341-10 codes in RAM connection software. This will be very useful for High seismic zone.