Currently there is no Singapore Dataset for OpenSite Designer. I would like to request the Singapore Dataset from OpenRoads be ported over for user of OpenSite, as it contains useful dgnlib for level, cells and linestyle

The Live Load (LL) library in LBS currently allows importing .cs3 files, which are legacy formats from the stand-alone versions of CONSPAN and CONBOX (see screenshot below). However, in the latest releases of LBC under OpenBridge Designer (OBD), i...

In LBS (LEAP Bridge Steel), it appears that cross frames (CF) and stiffeners are not exported to the DGN file. The screenshot below is from LBS Tutorial 2, which highlights this limitation. The goal is to streamline CAD detailing by having LBS gen...

Indicate in the reference manager if Civil Rules exist between files. When attempting to create a snap rule to an element that is in a reference file display a warning message. Prevent circular reference errors created by snap rules between refere...

The ability to have a tool or a checkbox that lets you run a quick horizontal regression for the alignment that is entirely controlled by the slew value input and not a 'tolerance' value. This would make the quick horizontal regression tool much m...

In the OpenRoads SignCAD 2023 ribbon, move the "Standard Signs" icon from the Panels group to the Place group. The "Standard Signs" icon is used for placement of complete signs, rather than panel placement, making the Place group a much more intui...

There’s a need for improved interoperability between OBM and LBC when working with concrete diaphragms in open or closed box beam configurations. Specifically, the transfer of diaphragm data—such as start, end, and interior diaphragms—for box gird...

In eigenvalue analysis of repetitive structures—where identical sub-systems exist independently within a single model—the same frequencies and eigenmodes are often assigned repeatedly to each sub-system. This leads to an issue with the CQC (Comple...

The current beam hog modeling behavior is not as expected. While deck thickening can be applied, the supporting beams remain straight and do not conform to the underside profile of the deck. In reality, the beams should follow the curved shape of ...

The current RM bridge ultimate capacity calculations allow for material reduction factors only, which are not used by AASHTO for reinforced and prestressed concrete. AASHTO concrete reduction factors for flexure and P-M capacities are based on the...