There are many circumstances where the same Deck Template point needs to be Point Controlled onto multiple linear features. Currently the user needs to either create multiple decks/support lines or create Geometry that traces the original and join...

When using a circle or an arc in a template component, the software is building linestrings on default level in the 3d model. It is possible to turn off these lines if the Null Point Linear Feature Option is set to False in the template feature de...

Useful to see the prestressing strands from the design products (LEAP & RM) back in OBM

Currently OBM requires atleast two beams in the beam layout. Users working on bridge expansion projects, or with rail bridges have requested allowing bridges with a single beam.

Similar to the custom tools for available for stiffeners and cross frames for steel built up or rolled shape beams, OBM needs to add tools for adding these to steel tub/U beams

Special Node/Option for Full recognition (reading civil information) and creation of Feature Definitions in GenerativeComponents. GC & Civil Packages would benefit greatly if we could automate the creation of Civil Lines (2D/3D) for subsequen...

At the moment, you run Place Node, then set the type of node by picking a feature definition. However, you normally know what type of node that you want to place, such as a manhole for example,so it would be more intuitive if the ribbon contained ...

Currently the Mass Haul Diagram volumes are generated from 3D mesh volumes and the End Area Volumes report calculates the volumes from the cross section areas. Hence there is a difference between the Mass Ordinate values between the two reports. I...

Currently, when importing text files to fieldbooks the directory opens in the last used directory. It would be useful to control this behavior so that it can open in the directory where the active DGN is located. This can function similar to the c...

When performing a superstructure replacement, it is common to design the proposed superstructure in LRFD but then analyze the existing substructure capacity in LFD. Currently with LEAP Steel, because the superstructure was designed in LRFD the sub...