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  • RM Bridge \ Modeler \ Cross-sections: Parts

    At Modeler inside RM Bridge in the Cross-Sections , users can define Parts that are used to define the Beams and Nodes for the structural system to be used in the analysis and calculations. Although most models will have only one Part 1 that is pre-defined…
  • RM Bridge: Modeler axis FAQ: Complex transversal supports or girders

    RM Bridge allows users to model any complex transversal supports or diaphragm thru the use of several Modeler axes. As usual, each Axis will create the necessary elements to compose the grillage; though, the user can easily make it more versatile using…
  • Modeler Axes

    In RM Bridge at the Modeler component the Axie elements usually represent the Axis of a road alignment; but, in more geometrically complex models, an Axis could also be the transversal support lines or any other local reference axis that is needed. One…
  • How do you access variables in beam templates?

    I need to vary the width of the top flange of a Super-T girder (Australian) to follow the curved edge of a bridge deck. I can add variables to the points on the beam template but can't see how to access them/set them when the beam is used in a beam group…
  • Tunnel beams/girders generated in the wrong direction

    Application PLAXIS 3D Issue status Solved First Affected Version PLAXIS 3D CONNECT Edition V20 Update 4 Found in Version PLAXIS 3D CONNECT Edition V20 Update 4 Fixed and Released in Version PLAXIS 3D CONNECT Edition V21…
  • LEAP Bridge - Precast/Prestressed Girder - 10th points

    Hello, Camber and deflections are reported at 10th points along the beam. I am modelling a longer span which will require more than 10 screed points. Is there a way to toggle the number of points? Or do I have to interpolate? Thanks,
  • Skew Girder Ends

    How do I modify the beam template to have skewed ends as detailed by TxDOT for skewed bridges? Currently, the beam ends interfere with the abutment backwalls. ftp.dot.state.tx.us/.../igebsts1.pdf We do not want to put the beams on a skew but rathre…
  • fatigue analysis in RM Bridge advance

    i want o analysis the one rectangular RCC beam for cyclic loading, please help me to model the structure in RM Bridge advance and know the nos. of cyclic for particular stress range or vice versa. I attached the diagram for refrece
  • Detensioning Failure

    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…