Vinay mysore

Levi, your enhancement request for adding STM analysis and design capabilities to multi column bents and pile bents was recorded on January this year in our database. I did review the detailed email correspondence at that time. The enhancement request…

Currently in LEAP Bridge Steel one cannot place a strut on a Pier. One cannot change the geometry of any components in substructure, that is the reason OK button is grayed out. I have added an enhancement (968474) so that when a bridge is modeled in OBM…

You can toggle on V8i Task theme in CONNECT version. Click on the V8i drop down and select Dialog and you should be able to V8i Tasks theme docked on the left side. See Wiki below: https://communities.bentley.com/products/microstation/w/microstation__wiki…

In the latest version of LEAP Bridge Steel one can define the Overhang in the Member Definition dialog. Please see Wiki: https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/57690/cantilever-overhang…

To place bridge decks, after selecting Segmental construction for the bridge Unit, the user has to choose one of the two options available at Superstructure \ Place Segmental : Place Span-by-Span or Place Cantilever , as shown in the images below. All…

hmm ... need to be cautious with this workaround. It maybe valid for cases where the bridges are not going to end up in the same file (either by reference or moving the bridge onto a common alignment). Since the element IDs/ SyncIDs are going to be duplicates…

I would File>Save As your file with the initial bridge to a new name, then use the Alignment button to assign the bridge to a different alignment. Make sure you Key-in the desired beginning station for the bridge on the new alignment prior to selecting…

Received this last week: In the upcoming release we are introducing bent plate diaphragms (see screen shot below). But nothing yet for built-up beams as diaphragms. I will add an enhancement request. Sincerely, Alex Oancea Sr. Support…

i saw those options, however the diaphragm i wish to place is 36" deep on a 42" deep beam. would placing a diaphragm with only area and MOI mimic the same results as such a deep diaphragm? or should i model it as a cross frame with the top and bottom…

In LEAP Bridge Steel, you can input the Moment of Inertia and Area for the Web under the "Custom Sections". This is what is truly considered for the analysis, for the effect of the diaphragm. The flanges are not drawn currently, but would be good to add…

Can you please post a picture of what you are trying to model? Next release coming in January will allow user to define diaphragms and cross frames.

Please delete the load in question and add it again and see if Generate button is available again. For more information related to Leap Bridge Concrete program please check the wiki articles in the below mentioned Bentley Communities link. https…

Created a defect (939577) for the issue and will be addressed in future release. For more information about OBM, please look at the links below: OpenBridge Modeler CONNECT Edition - LARS | LEAP | OpenBridge | RM Wiki - LARS | LEAP | OpenBridge | RM…

Hi Sri, has this been resolved for 2022 Release 1? This issue also results in no Item Types being visible in any other PowerPlatform product like ORD and Microstation.

Sorry for the delayed response Mark, Yes, this is fixed in the current development version (2022 Release 1) Just tested now by opening the OBM file in MicroStation, and I can see the Item Types for the footing selected in MicroStation.