We have civil annotation that we use to annotate point geometry. It would be extremely helpful to have an option to set the "Is Annotation" property to "False" in the settings. This can be done after placement, but that is not obvious to users.

We would like to ask a PMM non-linear spring for modeling Plastic Hinges for reinforced-concrete Columns. This PMM springs are used for modeling the Moment-Rotation (M-R) behavior for different axial loads (P). The PMM spring should be able to cap...

Enhancement Geometry Builder to get the point description so that it can be used for legal description reports. Geomerty builder is quicker workflow then building pieces and complexing them together plus it allows saving the parcels.

The formulas utilized in OpenRail are not properly documented within the Help Information. Several Examples include CANT. The Equilibrium Constant gives no useful information in the help documentation for understanding WHAT THIS VALUE IS. As a des...

The ARCGIS implementation does not handle anything behind corporate security for ESRI. As such, ridiculous steps have to be performed to get Microstation Access to a GEO database that isn't made publically availble. Please enable appropriate ESRI ...

In the ‘Code Checker Results’, the program summarizes for each girder all the critical load combinations, AASHTO code and controlling performance ratio. As in some diaphragm locations, the program is stating the girder is controlled by fatigue and...

I agree that the excess reinforcement factors would be different for each POI and load case. That is one reason most engineers conservatively ignore that factor. A simple or temporary solution is to set that factor equal to 1. I believe that AASHT...

presently parabola dimensions are in drawing model and not in the linear profile annotations, this make them NOT dynamics and always need to be refreshed. By making them in the linear annotation they could be more dynamics.

Con sider adding fiber-mesh tools for cross section analysis to RMBRIDGE. This allow the use of different materials in the cross section. This is important in seismic analysis for the definition of the Moment-Curvature properties. This feature is ...

I have tried using the line integrals for shell elements in RM Bridge, but the results are not accurate by around 10%. This is not acceptable. I was told by Ana Carla that the linear integrals results come from Gauss points integration, but I do n...