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Showing 29 of 1715

camber at .1xCLBRG span in LEAP Concrete

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...
about 1 month ago in Analytics / OpenBridge Designer 0 Future consideration

LEAP Substructure - Horizontal earth loading - Allow Mag2 to be edited

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...
about 2 months ago in Analytics / OpenBridge Designer 0 Needs review

LBS allow user to change the stage a load is applied

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...
4 months ago in Analytics / OpenBridge Designer 1 Needs review

leap bridge steel -- Add Str III combination to default combinations

The user insists of adding Str III as a default combinations. It may be useful to create a default Str III combination (since now we have WL considered under design) instead of forcing the user to create a new combination that accepts WL. Please s...
5 months ago in Analytics / OpenBridge Designer 0 Future consideration

LBS add a special distribution factor for deflection (AASHTO Art. 2.5.2.6.2)

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"
6 months ago in Analytics / OpenBridge Designer 0 Future consideration

Allow for different shaft fixity in one model

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.
8 months ago in Analytics / OpenBridge Designer 0 Future consideration

Integration of OpenRoads Designer Civil Functions in Python

Add OpenRoads Designer Civil functions to Python integration allowing development of Python applications that can access/call the Civil Design processes within OpenRoads

Make haunch self-weight a staged load

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...
9 months ago in Analytics / OpenRail Designer 0 Future consideration

Profile along sight visibility lines

When creating sight visibility a 3D model is created with sight lines. Currently these sight lines are not able to be individually selected to provide a profile along the line. This option was available in MX SS4 and useful for checking some obstr...
11 months ago in Analytics / OpenRoads Designer 0 Future consideration

point analyze, ajouter fonction dans le display setting

point analyze, ajouter fonction dans le display setting ajouter la possibilité d'afficher graphiquement "Z différence" d'un point point analyze, ajouter fonction dans le display setting ajouter la possibilité d'afficher graphiquement "Z différence...
about 1 year ago in Analytics / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration