OpenBridge Special Interest Group: Bridge Reports - From Models to Analytics Host: Alex Mabrich, Senior Application Engineer, Bentley Systems, Inc. Date/Time: 13 February 2020 at 02:00 P.M. EST Register Now Bridge reporting…

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 finished model and analyzer in extradosed bridge ( pictures below are my cross section and internal force ) I want to see the reults of deck (I nternal force of deck , Influence lines of deck , Ultimate load check of deck,...), Can…

Hi Please help me to know area of steel required for the design of columns, or Area required/ Area Provided Ratio. To calculate modification factor to reduce development length as per AASHTO LRFD 5.10.8.2.4b—Modification Factors clause. Regards …

Hello everyone, I needs help about create PLSYS for ultimate check and fibre stress check in stages. Like the picture below, Thanks.

Hi I am designing 2 span continuous bridge with FIB 54 beams by opting full continuity, disregards restraining moments option. After analyzing and iteration of strand pattern and providing huge negative steel, i am not able to reduce tension stress…

What is the difference between the stresses given for the depression point in the "Release Stresses" box and the "Release Lifting Loops" box?

Hi I have modeled multi column pier with ABC modelling and when i am analyzing Pier, it is not performing analysis and giving error Frame is unstable. Please help me and if you guys have time to check. Thank you Vivek Kushwah +91-7974638191…

Bentley Bridge Special Interest Group: New Developments in OpenBridge Designer Host: Alex Mabrich, Senior Application Engineer, Bentley Systems, Inc. 14 November 2019 - 02:00 P.M. EST Register Now Check out November’s Bentley…

Hi All I am modelling and designing multi column pier in Leap, But after applying loads i am getting ambiguous bending moment, also huge reinforcement is showing on designing. Please find the model attached and any one please can help and check the…

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…

Hi, I'm using LEAP Bridge connect edition. Is there a way to get combined dead load deflection ordinates from LEAP bridge? I know the camber table will provide these values, but we prefer to also have a more formal table of values for backup design…

Bentley Bridge Special Interest Group: OpenBridge CONNECT Edition - Creating Parametric Cells for an Abutment Host: Alex Mabrich; Guest Presenter: Steve Willoughby 10 October 2019 at 02:00 P.M. EDT Register Now Bentley’s Bridge Special Interest…

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…

Hi All, We are i the middle of a shift between PowerCivil V8i and the Connect editions. Sometimes we fins civil information's in the old PowerCivil V8i files. Those information can be cleaned out with the key-in commands: mdl load Bentley.Civil…

I can not load my Explorer dialog box or my Properties dialog box. When I try I get the following error message: Loader: Could not load application C:\Users\brownj2\AppData\Local\Temp\Bentley\OpenBridgeModeler\10.0.0_1\AddInLoader1.0\Bentley.ECUISupport…

hello Everybody! At this time! Can you help me? How to draw " this member " of Arch Bridge in Rm-Bridge? Note: only is red lines in the picture.

I hope this is an easy question regarding the shear stirrup spacing... Does the program insert a stirrup at the start location specified? For example, in the image below, is there a #3 2-legged stirrup provided at 0.00', 0.25', etc. or do the stirrups…

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…

Bentley Bridge Special Interest Group: Enhancements in LEAP Bridge Concrete and LEAP Bridge Steel 2019 Release 1 Guest Presenters: Xin Luo and Burak Boyaci, Product Managers, Bentley Systems, Inc. May 9, 2019 - 2:00 PM EDT Register Now This…

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…

Hi guys, I have a big doubt about the workflow about the Bentley produtcs. I need to make a project of a bridge, but I need an especific road alignment for it. And on the end the I need reinforced concrete documentation and the concrete formwork documentation…

Hi, I am new to RM bridge analysis. Through wizard i could model deck bridge and prestress bridge taking box girder. i am not able to understand how to model cable stayed bridge. The PhD shown in help is not clear to model it. Can anyone help me in…

Does anybody know how the finishing machine loads are modeled during the deck placement sequence? The dialogue asks for the weight of the machine but I don't know if it distributes it over an area, the whole width of the bridge (like a screed machine…

Hi I have wondered what the difference is between OpenBridge Modeler and OpenBridge Designer? Can anyone explain me the difference and why I should choose one from the other? Kind regards Ole