Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.

There are tens of thousands of barrier inlets on barrier medians throughout the US. Spread needs to be calculated on both sides, with the overall flow being added to the storm sewer system. Currently, the only way to do this is to create to halves...

A functionality in the Regression Points Table, particularly for deleting the points are missing in this table. The current workaround is to navigate through Explorer and delete the regression points, one by one, which is an issue if you have many...

Can the Overhead conduits be set to apply "sag " curves for models in 3D? which means, we will need to include vertical curves when placing them between 2 nodes (eg. poles); In a real world, the conduits typically have some sag, and not as straigh...

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...

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...

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...