In Leap Steel Bridge, after the analysis is ran I can not view support reactions for all of my abutments and piers. The only one that shows up is for the first abutment. I am unable to edit parameters like other result reports to view more POI's. In…

As shown in the image above, I am getting extremely large spikes in the shear reactions at the bearings for my 3 span curved girder design. The smaller values along the bearings are the shear reactions I would expect to see. I only have slab loads selected…

I am new to LEAP Bridge Steel and I am having trouble finding the summary for the Moment Envelope or a Summary of the Strength I and Service Moments in LEAP Bridge Steel. I have found where the loads are broken up into their components, but not where…

Hi Experts, I am new to OBM, I have done a few tutorials from online learning material. I wanted to know if OBM is the solution to Bridge modeling? Could you do the full detailed design of the bridge including all the components? (eg. On-Structure…

Hi, I am modeling a balanced cantilever rail bridge. There is no macro or load type on Derailment load in the RM analyzer. I cannot find any writing or discussion regarding the Derailment Loads in RM bridge as well. I know that I can create manually…

Hi OpenBridge Community, Has any body modeled any Integral or simi-Integral bridges in OpenBridge Modeler? Has any body come up with a method for producing a 'down stand' as shown below? Thanks Oliver

Hello, Camber and deflections are reported at 10th points along the beam. I am modelling a longer span which will require more than 10 screed points. Is there a way to toggle the number of points? Or do I have to interpolate? Thanks,

请问，贵公司是否有关于请问新版openroads designer与RM相结合的教学视频或者案例分享，尤其是关于BIM模型与有限元模型之间转换的资料。

Hello, I'm a new user to Bentley OpenBridge Connect Edition. I'm trying to create the sidewalks and pavement (asphalt lines) of a bridge on separate deck elements and then to add the steel deck beneath them. The think is that I have only 3 alignments…

I am using Leap Bridge Concrete CONNECT Edition v17.01.01.07. I used ABC wizard to model a two span non continuous bridge (110'-104') with a 17.5 degree skew. The deck in span 1 is 66.6 ft while in span 2, it flares from 66.6ft in the interior bent to…

I recently upgraded to OBM SS3 (from 08.11.11.72), which appears to have lost all the library templates I created previously. Is there any way to retrieve my old decks, abutments, piers, etc.?

Are there any notes on the update to LEAP Bridge Steel CONNECT Edition V18.00.00.31?

Our firm noticed, during the design of a hollow box bridge with inclined top slab (curved bridge with 7% transversal slope), that elastic stress calculation performed by RM bridge is not correct. In fact, even if it's possible to model generic cross sections…

Is there a way to add a supplemental composite DW load for a poly wearing surface in Leap Concrete Bridge? I want to keep it separate from the Future Wearing Surface (Composite DW) load I already have. This is necessary to accurately calculate camber…

Hi, does anyone know where I can access and modify material safety factors when using the Ultres action with Eurocode? I need to modify the gam1 factor since it is different than the program suggests. Many thanks, Ilkka

I am working in the CIP RC/PT program to complete a simple CIP slab bridge design. What is the "Mass for RSA Checkbox" used for in the dead load dialog box? I can't find any info in the help file. Thanks

Hello, I am working in the substructure module of Bridge Concrete and I am seeing something that does not quite make sense to me, however I may be missing something. Under the loads tab, I added a braking force and did the auto-generate function with…

I am using Leap Bridge Concrete to design a skewed wall pier. After analyzing the pier, I noticed that for the braking force, that the sum of the forces in the z-direction at the top of the wall did not equal the sum of the forces in the z-direction at…

I am designing a 2-span precast prestressed beam bridge in LEAP Bridge Concrete CONNECT Edition v17.00.01.01. The bearing dimensions along the pier cap are shown correctly in the following view under the 'Substructure' tab: However, when you click…

I'm designing a hammerhead bent using moment magnification. In the A/D parameters I have selected to design the cap for magnified moments. Once the analysis is complete I design the column and check the design status. I then go to the cap, select design…

The bridge I'm analyzing has a flared girder and superstructure at the expansion piers. This is the cross section I have defined for this bridge: In order to directly obtain the area of steel required to resist direct shear; I removed the stirrups…

In Conbox, when we select the Self weight reaction in the analysis model, does it include the self weight of the piers defined as well?

LEAP Conbox/Bridge Connect Concrete : How is the area of steel (Av/S reqd)required to resist vertical shear (Vs) calculated in the Detailed Shear Report when no stirrups are provided in a PT Box Girder design?

How to model the concrete box section varying width in Plan as shown below?