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Title: SIG Virtual Workshop: OpenBridge – Workspace Configuration in OpenBridge Designer Presenter: Steve Willoughby, Senior Application Engineer, Bentley Systems, Inc. Date/Time: June 11, 2020 2:00 P.M. EDT Register Now This OpenBridge…

OpenBridge Special Interest Group: OpenBridge – Modeling and Analytics, New Features in OpenBridge Designer Host: Alex Mabrich User Success Manager, Bridge & Tunnel, Bentley Systems, Inc. Date/Time: May 12 2020 02:00 P.M. EDT Register Now …

I don’t know when I use “include beam and slab contribution in Vu” and “Exclude Beam and Slab contribution form Vu” why are V vh-rg values zero?

How do I calculate AX, IX, IY, IZ, AY, AZ, YD, and ZD for a T-BEAM bridge section in the general option in STAAD ?

Hi everyone, I am looking for the value of stresses loss in tendon (lost due to relaxation of prestressing steel, lost due to relaxation of prestressing steel,.....), Can someone tell me where is it? I'm using rm bridge v11, Pictures below are the…

I'm running a curved bridge in LEAP Concrete. The begin and end bents have different skews resulting in variable girder lengths. LEAP suggests running the, "Girder-by-Girder" analysis. However, when running this analysis my girder is failing, miserably…

Bentley Bridge Special Interest Group: Using Bridge Modeling After the Design Process Host: Alex Mabrich, Senior Application, Engineer Bentley Systems, Inc. 12 September 2019 - 02:00 P.M. EDT Register Now The Bentley Bridge Special Interest…

I am designing a hammerhead pier using the substructure module in LEAP Bridge Concrete. The geometry is a little odd...it's a hammerhead cap on a circular column. To compare the results for the cap design from the conventional sectional design & strut…

I am using OpenBridge Modeler CONNECT Version 10.07.00.50 to make a test model of a bridge that we are currently working on. It's mostly a proof of concept but I am running into a few issues while modeling. The primary issue being that with the relatively…

SIG Workshop: Bentley Bridge: Rolling Stock Analysis for High-Speed Rail Bridges Presenter: Alex Mabrich, Senior Application Engineer, Bentley Systems, Inc. April 11, 2019 @ 2 p.m. EDT (U.S.) Register Now Learn the latest in Rolling Stock…

Where could I find the link to download the Leap steel bridge modeling software? Thanks.

I have a multi-span bridge to be modeled in LEAP Bridge Steel. The bridge doesn't have abutments and it has two cantilever girders at two ends. Is it possible to create this model in LEAP Bridge Steel? Thanks a lot in advance

I could not find any documentation regarding the "Sectionize" button within the Member Shape Description in LARS. What is the function of this button? Is it related to saving prestressed strand patterns? Is this possible in LARs? Thank you, …

Hi All, Can I do a bridge composed of reinforced concrete precast beam channels in Leap Bridge Concrete? None of these beams are prestressed on post-tensioned, so I want Leap Bridge to check it simply as reinforced concrete with steel rebar.

I am currently trying to edit a bridge previously created in open bridge I receive either an error stating cannot edit constraints of non-active bridge or unit or on other occasions I receive an error stating "cannot update the bridge in this model. Please…

Hello, I have a trouble with a variable thickness of deck throughout the span of the bridge. I was using template for a deck slab w/ constraints and then I was trying to define the variable thickness by using variable constraints. At the preview it looks…

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,

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

My situation is that I have an alignment sent to me as an alg file, which I have imported into OpenBridge and have used to make bridges. I have received another alg file which contains updates to the current alignment. Whenever I try to import this new…

Hi all, I am a civil engineer student and I'm working on my final year year project. The project is a curved composite bridge (Steel box and concrete slab). I'm currently facing a problem with the axis which is 200 meter long and 38.1m of radius.…

When I generate live loads I do want the program to include the two design truck load for live load reactions but it does not seem correct to use that load when calculating braking forces. They should only be based on the design truck per AASHTO LRFD…