Enable Sorting and Multi Selection in the RAM Frame Load Case analyze dialogue. We frequently have to run multiple rounds of testing or when doing AISC Direct Analysis Validation create multiple types of wind and seismic loads. Having to scroll th...

When creating a new model in RAM Concept, it would be useful to have the ability to specify a default template file that all new models are built off of. This would make it easier for users within an organization to follow the same standards when ...

There is currently no option so specify an "Other" load case when adding gravity loads in Modeler through PropTable - just Dead and Live - even though it is possible to assign a nodal load to an "Other" Load Type when in Modeler elevation view. RA...

Allow the user an option for the beam and column module to show end reactions of frame beams and include frame columns in base plate design / summary. Even if with a warning. In many cases I need to define a member as a frame member because it is ...

It would be very useful to be able to input width and/or length of base plate dimensions. If width is input, length would be optimized or if length is input, width would be optimized, or if both dimensions were input it would do code checks based ...

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...

There seems to be a small number of modules that actually use the "opposite beam exists" checkbox, however most don't seem to be impacted by it. For connections that don't use it, the option should either be removed, or the module should be update...

A great feature would be if the user were able to select via checkboxes which parameters in the joint were included in the optimization or redesign feature. For example, for a shear connection, if I wanted to keep (5) 3/4" bolts, but I wanted the ...

Add the ability to explicitly define the flange bracing points or unbraced length for beam top and bottom flanges. Currently the program options are limited to only specify whether or not the deck provides flange bracing, but for structures withou...