QAQC tool to analyze pavement smoothness/ride quality of models. This would help verify model density is appropriate for paving use, verify design intent. The goal is to simplify the process and have any easy method to analyze pavement from both i...

A function that calculates the length of the tracks with turnouts withdrawn would be very helpful to calculate the amount of rails. The lengths of rails between turnout points 1 - 2 and 1-3 should be automatically redrawn from the lengths and repo...

We currently only have the ability to produce Cut & Fill volume quantities using available text favorites for our cross sections. That's where it ends when it comes to extracting quantities from the model to display in the drawing/sheet models...

Currently the simple calculation between 2 3D models is summarized between 2 comboboxes with a visual choice in a list of 3D models. If we have 60 models it becomes very difficult to make choices because the palette disappears after each calculat...

Currently, in LEAP Steel, haunch self-weight is a system-generated load in the initial stage, so LEAP applies the load over the whole bridge. I recommend changing it to be a staged load like the deck slab self-weights, since haunches are poured co...

When I use the civil analysis tool, I sometimes place the displayed graphics (elevation, contour, triangle) into the drawing to have a record. The problem is when I am done with the graphic and want to remove them, I have to select each component ...

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 ...

We would like to ask a PMM non-linear spring for modeling Plastic Hinges for reinforced-concrete Columns. This PMM springs are used for modeling the Moment-Rotation (M-R) behavior for different axial loads (P). The PMM spring should be able to cap...

It would be beneficial to have the ability to specify surface math logic - Above Existing, Below Proposed, and Below "Floodplain" (variable plane) to get good floodplain volumes.

A column on drilled shafts can have different fixity locations for different load cases. Suggest allowing analysis of the same bridge with different fixities rather then needing to create multiple models with varying fixities for simplicity.