Implementation of ACI 318-14 code in concrete design for anchor design in Ram connection (In Design of Base Plate) due to client However, the software tool supports only for the code ACI 318-08 , ACI 318-11 and ACI 318-19 . Need STAAD Version whic...

When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...

Please add selection set presets for groups of load cases in the analyze dialogue in RAM Frame. I always have at least groups of load combos for strength and groups for deflection, and sometimes have groups for modal analysis. It would be great to...

It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.

I have few members of a structure frame that were oriented 90 degree using Beta Angle. However, this applied Beta Angle no more works in RAM connection when I try to design a connection in STAAD RAM connection.

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...

We often use directly-welded moment connections, with beam flanges that are full-pen welded to the supporting member. RAM Connection can do that for beam-to-column connections, but it would be great if you could add that connection for beam-to-gir...

Provide triangular bearing pressure results in either the report or on the diagrams page. Provide triangular load distribution in the Home page for earth pressure lateral loads.

ram standalone has reports, etc updated yet that is not available within Ram when you work directly within staad...why not? Current report formatting for Ram is awful