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…

Hi all. in steel girder bridges combined with concrete decks (continuous span girder bridges). If the concrete deck is not in tension and the combination of internal forces according to the Service limit state is service.sup, then use the ReloadSup function…

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…

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…

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…

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…

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

Dear Sir, Am a young engg. and new to staad pro. I just have to calculate an approximate moment calculation for moving loads for defined. Just for study purpose. i have created 2 beams and a set of loads defined for loading. i have generated load…