Currently when defining the horizontal earth loading on an abutment, the only option is to have a triangular loading from top to bottom. The "Mag2" input box (for the load magnitude at the top of the load) is set at 0, greyed out, and cannot be ed...

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...

A function that calculates the length of the tracks with turnouts withdrawn would be very helpful to calculate the amount of rails.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...

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...

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 ...

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...

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 ...

When a load is defined in LBS, it is defined corresponding to a certain construction stage. However, there is no way to change the stage after the load is defined. The user has to delete the load and redefine it in a different stage. (e.g. allow a...

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...

The Drainage Modeling workflow has a feature to automatically delineate catchment areas for inlets but is limited to actual drainage model files. Similar to the "Trace Slope" or "Pond Analysis" it would be helpful if a tool existed to select a poi...