OpenBridge Special Interest Group: Using a BIM or Standalone Workflow in OpenBridge Designer Host: Alex Mabrich, Senior Application Engineer, Bentley Systems, Inc. Date/Time: April 7, 2020 at 2 p.m. EDT Register Now This OpenBridge…

OpenBridge Special Interest Group: Sharing Information Among Disciplines Using OpenBridge Designer Host: Alex Mabrich, Senior Application Engineer, Bentley Systems, Inc. Date/Time: March 26, 2020 at 02:00 P.M. EDT Register Now This OpenBridge…

I am using Leap Concrete Version 18.02.02.03 for a multi column pier design that includes seismic forces. I need to apply a response modification factor for the columns and the help guide states that this can be modified in the Seismic Parameters. However…

Hi everybody. I am currently modeling a suspension bridge with a span diagram of 125m-400m-125m. And, I have referenced how to calculate tension of main cable and hanger cable as instructed in Demo of RM Bridge V8, and I obtained a deflection of 2…

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 ?

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.