As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...
It has come to my attention that the program is using the Foundation base-soil friction coefficient to compute the passive pressure resistance when using Columb (it's using this to back calculate "delta"). To be frank, this is just wrong IMO. The ...
In the Analysis -> Load Combinations we are able to view a member force envelope for the Max or Min, but not the absolute value for worst case loading. When looking at a braced frame elevation with brace axial loads, in order to determine the a...
Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.
• Does RAM Connection support Box Columns (Double ISMB/ISMC) with strengthening plates for moment-resisting or shear connections? (see attached drawing) • Can RAM Connection be customized for specific load cases, codes, or connection types? · Can RAM Connection design connections for base plates and bracing using Box Columns with strengthening plates?
It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.