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OpenBridge Modeler

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Camber on the beam, Beam need to be curved and follow the underside of the deck without gaps- Australia specific

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 ...
about 2 months ago in OpenBridge Modeler 0 Needs review

The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2

LBS V22.00.02.19CS0035224 Service Case 1233802: [CS0035224] The fatigue stress range calculation doesn’t follow as per AASHTO Table 6.6.1.2.3-1, Section 7.2 Product Backlog Item 1233801: (VM):LBS:V22:The fatigue stress range calculation doesn’t fo...
about 2 months ago in OpenBridge Modeler 0

( OBM > Deck > Thickness variation) Deck variations remain normal to alignment.

I am attempting to model a 3 span concrete slab bridge with thickened haunches over the supports. I am using a typical deck template. My thickness variations are shown in the first attachment. The Bridge has a 10 degree skew angle at the supports....
about 2 months ago in OpenBridge Modeler 0 Already exists

Terrain label integrated with element template should able to rotate

The Element Template of the terrain are integrated with the Major /Minor Contour labelling and control by Text style for modification , This labelling is only in the orientation of the up Slope , and can not be rotate to down slope or control as p...

Re-word the Upgrade dialog to include that the file will also be 'aligned' to the product.

There are several ways a file can be opened though local access, networking, and ProjectWise. There is very minimal documentation available to explain to users the difference between Upgrading and Aligning a file. Not to mention how, when, and why...

Assign non-Active profile to bridge

Long alignments can oftentimes consist of multiple profiles that control along various segments of the alignment. Currently, only one "Active" profile can be assigned to an alignment. When creating multiple bridges along the same alignment, users ...
about 1 year ago in OpenBridge Modeler 0 Future consideration

Ability for Superelevation Lanes to use Crossfall between Linear Features to define superelevation

In many circumstances superelevation cannot be easily defined by superelevation points, i.e. tie-ins to existing crossfall, extension of adjacent carriageway crossfalls, eg. ramps, intersections, etc. In these circumstances users need to use linea...
almost 3 years ago in OpenBridge Modeler / OpenRoads Designer / Superelevation 0 Future consideration

Item Types for Parametric cells

Users are asking for item types for Parametric cells. Primarily for quantities reports.We tag each element, but can we expose volumes for each element in a Parametric cell. The most important things are Volume, Surface Area, Length(Column, Pile, C...
almost 3 years ago in Modeling / OpenBridge Designer / OpenBridge Modeler 0 Planned

Ability to change the bridge type after creating the bridge in OBM

Being able to change the superstructure type after the deck, substructures, approaches have already been modeled. Currently once you select the Bridge Type it locks you into that superstructure type and any work you complete under that bridge type...
4 months ago in OpenBridge Modeler 0 Future consideration

We need a SINGLE LIST of configuration variables that can be filtered by ALL products and generation

It would be nice if there was a single list of configuration variables so that we don't have to hunt in different product Help documents (microstation vs openroads) to find details of how they are used. Furthermore there seems to be a lot of confi...