The current version of LBC we're using references the Manual for Bridge Evaluation, 2nd Edition as the basis for bridge rating. I'm wondering if there are plans to update this to reference the 3rd Edition instead. If such an update is planned, cou...

For final bridge plans involving a steel bridge, we need to report dead load deflections at either the 10th or 20th points along the span—from bearing to bearing. While the program does calculate these points, it currently measures them from the e...

When using the "Analyze Volume Terrain model" tool the only way to save the result is to place a text in the dgn file. As in the legacy product (PowerCivil/InRoads) we need to be able to save a report (eg. using TriangleVolumes.xsl) ...it should b...

Right now only the text element can have the "manage modification" turn to true. This mean that only text will not move when doing annotation. The white space management, or manage modification to placement annotation should be avaiable to all ite...

It would be great if we could control the vertical end cut orientation of the concrete girders: Normal (as is) and Vertical (plumb to the world). Also, we often have to clip the corners of girders when bridges are on heavy skew. Would be nice to b...

Currently, profile named boundaries have the option to populate annotations using the named boundary border as a reference line. This is how the stations and elevations come in along the bottom of the boundary. Specifically in Indiana, we are aske...

Sheet models do not inherit the coordinate system from the Design model when created. The goal is to be able to create a georeferenced pdf that lays flat on aerial photography.

When reporting envelope .sup files, the leading value when reporting displacements is always global, while the results displayed are either local or gobal (selected by the user). This is inconvenient for displacement envelope result reporting when...

The implementation of FEM shell elements as a supplement to the beams in RM Bridge Enterprise, is a useful tool. Sometimes it will be useful to model the shell elements with different properties in the longitudinal direction compared to the transv...

When a load is defined in LBS, it is defined corresponding to a certain construction stage. However, there is no way to change the stage after the load is defined. The user has to delete the load and redefine it in a different stage. (e.g. allow a...