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.

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

Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...

This will save time when checking typical base plate locations and identify when model/load changes affect the base plate acceptability.

Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.

Provide an option to connect elements for one level to the adjacent level other than columns

Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.

Add torsional design to concrete columns to meet ACI requirements for seismic design.

This provision is useful in PEB buildings where all structural members are formed by using built-up plates. By using this option, we can avoid supplementary web plates uses in connections.