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...

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

I'd like to specify the bar length format consistently as 8'-4" rather than a decimal value based on the current units (8.33 or 100).

In RAM Elements, under the "View" menu, there is a "Nodal displacement" option that can be toggled to see how much displacement exists at a particular node (for example, it could display "Ty = 1.00 [in]"). Currently, depending on what font is used...