ONE DIALOG BOX TO MAKE SETUP. SO YOU CAN SET ANNOTION GROUP, FEATURE SYMOLOGIES, FEATURE DEFINITIONS, ELEMENT TEMPLATE AND SET LEVEL OF TEXT FOR AUTOMATIC ANNOTATIONS. REALLY CUMBERSOME TO HAVE TO GO TO SO MANY OTHER PLACES TO SETUP FOR ONE CODE

Ability to insert a series of event points, e.g., every 25 m along axis, in a single shot at once

Cross sections must be perpendicular to the flow lines at all locations. And they cannot intersect with each other. That is why it is common to see cross sections snap at different angles outside the main channel (we call this doglegging). The tri...

Need revised graphics for signs

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 ...

Curently is not possible to represent signalling virtual elements that are related to an area extent and depend from 2 elements or Pk start/end. For example a neutral section, or emergency stop area, or track circuit.

For RW acquisition. Item types would be inherent from the parent polygon and the ability to subtract area from Parent area to child area. Similar to a parcel element in Geopak.

For large scale projects, earthwork volumetric meshes cause considerable deficits in navigation performance due to the high count of vertices and faces to be calculated with each navigational operation. Use of scalable meshes for these components ...

When designing drilled shafts, there is no option to display controlling shear and moment loads (bottom of column). This is needed for the geotechnical engineer on designing th drilled shaft. For column design, it is sometime useful to also show c...

It could be useful for different purposes to be able to create component meshes of defined length (construction, pre cast slab). I suggest to add at least 3 parameters to any component: length of the component: the question is then, where to measu...