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...

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...

Adding tendons shop drawing chairs (each 1m or any distance specified by the user) will be very effective and useful for users and for bentley, all other softwares for PT design have now tendons shop drawing this will make a big disadvantage for r...

Please add feature to be able to have custom templates for ram concept models that are embedded in ram structural models.

It looks like RAM concept design minimum beam reinforcements per 9.6.1.1 & 2., this section provides minimum reinforcement greater of 3Sqrt(fc)/fy*b*d and 200/fy*bd. However, per 9.6.1.3 If As provided at every section is at least one-third gr...

In ACI 318-19, they added a maximum spacing between stirrup legs in beams. I think the program bars generated in RAM concept should increase the number of legs to meet this criteria.

Hi Karl, I hope this message finds you well. May I suggest adding a feature in RAM Concept where the structure can be modelled/imported based on AutoCAD layers, so if I select polyline from acad in Concept and ask it to import it as a slab and lik...

The missing component in a largely automated workflow is the ability to draw design strips/span segments, specify settings and read results through the RAM API. It would be a massive help if this functionality was incorporated. We've seen other co...

Add rebar class to the API. This will help in developing interoperability plugins between RAM and BIM/CAD software.

It is well documented that all slabs undergo a variety of loading combinations during construction when the concrete has not yet achieved its target design strength. In the UK this is commonly during the second and third weeks, following the slab ...