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Hi all. I hava some question about steel composite brige as follows: 1. To calculator stress point of section, Rm Bridge automatic use short-term section for live load and load case type Non-permanent and use long-term section for load case type Permanent…

Hello, I,m trying to create a Bent where 2 separate bridges meet, is this even possible to model in Openbridge Modeler? Ultimately, I want to transfer the model to LEAP to run the analysis.

Hi all. I hava some question about steel composite brige as follows: 1. To calculator stress point of section, Rm Bridge automatic use short-term section for live load and load case type Non-permanent and use long-term section for load case type Permanent…

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 …

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 ?

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…

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.…

In the Shear/Moment Envelope (&Reactions) Design output what is the difference between live load Max, Truck, and Lane? Is the max HL-93 including truck and lane loading? I have a 6 span continuous concrete superstructure.

Dear All, I am using RM Bridge for CFD to compare values with wind tunnel test. I am able to do cfd for predefined deck section but when I make my own deck section, In Analyzer --> Aero classes when i try to do the CFD error message displays ""Cross…

I have a single span bridge using I-girders that I need close to the max amount of strands in. These are all straight strands, and I've had to debond to 4 different lengths from the end. The longest debond is 25' of my ~90' girder. When I look at the…

I am making Drawing Levels for a couple of the DOTs we work with. We have multiple users on different machines. Is there a way to copy some files from my machine to the others so they will have these Drawing Levels set up already? If so, which ones? Thanks…