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  • allowable displacement of towers under live load

    Hi all. In the design of a cable-stayed bridge, what is the allowable displacement of the A and H shaped towers under live load? Best regards.

  • upward deflection of the continuous bridge structure

    Hi all. In continuous beam structures, the allowable downward deflection of the bridge under HL93 load is L/800. So may I ask what is the upward deflection of the continuous bridge structure under HL93 load? best regards.

  • New Plot Action (PIEIUlt) for plotting ultimate bending capacity in the cross-sections for load cases and envelopes

    New schedule action for plotting ultimate bending capacity in the cross-section for load cases and envelopes is now available. Users can now plot the list files results (.lst) and will be able to quickly check if the ultimate capacity is achieved in the…

  • allowed deflection of the bridge under the effect of live load

    Hi all. Nice to meet you. I have a model steel composite cable-stayed bridge with 6 span continuos by Rm Bridge V8, 2 side span have 150m, 4 main span is 300m. I don't known about allowed deflection of the bridge. I use AASHTO LRFD standard. If you…

  • Release Announcement: RM Bridge CONNECT Edition V11 Update 8 (V11.08.00.29)

    We are pleased to announce the release of RM Bridge CONNECT Edition V11 Update 8 (V11.08.00.29), which is now available on Bentley’s Software Fulfillment Center. This release includes the following features to enhance BIM workflow, user experience, and…
    • ReleaseNotes-RM Bridge V11 Update8-May2020.pdf
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  • New Release! RM Bridge CONNECT Edition V11 Update 7, (Nov 2019 - Release 3)

    RM Bridge CONNECT Edition V11 Update 7 (V11.07.00.12) includes the following enhancements and error corrections: Reinforcement Design -Phase I New Takeda Hysteretic Spring Element New Action (SupCoex) for Reporting Concomitant Envelope Results…
    • Final-ReleaseNotes-RM Bridge V11 Update7-Nov2019.pdf
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  • RM Bridge - Derailment loads BD37/01

    Hi, I am modeling a balanced cantilever rail bridge. There is no macro or load type on Derailment load in the RM analyzer. I cannot find any writing or discussion regarding the Derailment Loads in RM bridge as well. I know that I can create manually…
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