This feature will save the user runtime by not analysis the model again and again after it is closed once your working hours are done and next day engineer can pick it up from the same page where he left without re analysis the model, sometimes th...

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).

Problem: Beam to column-web connections (BCW) create dimensional conflicts between beam flange width, and the space between column flanges. This often occurs when the bolt lines project and beam flange lines project inside of the web space and wit...

Problem: Beam to column-web connections (BCW) sometimes require the bolt lines outside of the web space and beyond the flange lines. With double angles, the beam web must fit between the two angles, which becomes a fit-up and erection problem. Sin...

Please consider allowing the use of Parallel flange members as columns in column-column and column-beam connections.

Currently RAM Frame only applies pseudo-diaphragm loads to beam/column frame lines that include columns and the loads are subdivided based on the column tributary areas, not the beams. However, in many cases, collectors need to be detailed for var...

Please develop a system that allows the user to specify different layers for different objects being exported to CAD. As is, most objects come in on different layers, but all reinforcing is on a single layer, all tendon info is on a single layer, ...

much more stiffener plate type required for column baseplate joint calculation in RAM connection。

Section 2204.3 of the 2022 California Building Code requires anchor-bolt bending to be considered for shear transfer with a base-plate with oversized holes. Please add this check / design to Ram Connection.