• Dynamic point loads in axisymmetric 2D models do not consider the radius

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D Issue status Solved First Affected Version PLAXIS 2D Anniversary Edition Found in Version PLAXIS 2D Anniversary Edition PLAXIS 2D 2015-2019 PLAXIS CONNECT Edition V20-V22 PLAXIS 2023.1 Fixed and Released…
    • 26 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Point load on a composite Slab

    Superstar123
    Superstar123
    Hi All, I am trying to model multiple loads along my composite beam. Can I place my loads not on the beam, but between the beams on the slab? I am still very new and not familiar with the software. Thanks!
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Point loads on column

    Sanjeev Kulkarni
    Sanjeev Kulkarni
    Hi, There are canopies that are cantilevering from columns. Is it possible to apply point load to the column in RAM structural? The location of the point load on the columns will be between each level. Please see below snip with point loads in red…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to activate a dynamic load

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 02 December 2019 Date modified 02 December 2019 General aspects In PLAXIS 2D and 3D,  providing that  the dynamic module is available,   a dynamic (i.e.,  time…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Load types

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D 2010.01 Date created 09 May 2011 Date modified 09 May 2011 All three load types of PLAXIS 3D, point load, line load and surface load, are explained and demonstrated in this…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Point load not taken into account on top of embedded pile row if surrounding soil is deactivated

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2012.00 Found in Version PLAXIS 2D 2012.00 Fixed and Released in Version PLAXIS 2D AE Issue # 21996 Date created 30 October…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Incorrect visualization of multiple points loads in PLAXIS 2D 2015

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Issue status ✔ Solved First Affected Version PLAXIS 2D 2015.00 Found in Version PLAXIS 2D 2015.00 Fixed and Released in Version PLAXIS 2D 2015.01 Issue # 23188 Date created …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Point loads acting on incorrect beam/Modeler not matching beam/joist module

    Jacob Witt
    Jacob Witt
    This is the first time this has happened to me, but point loads that I placed on a beam in the RAM modeler are not acting on that beam when checked in the beam/joist module. However, they are acting on a different beam along the same construction grid…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Data Access Script for imputing the point and line loads

    Farzaneh Raji
    Farzaneh Raji
    Hi, I learned from an old post that it is possible to input the tabular point/line loads from excel to my RAM SS model. Would you please help me to access a sample Data Access Script for imputing the point and line loads to my model. Thanks,
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Lateral Point Load on Slab

    Farzaneh Raji
    Farzaneh Raji
    Hi, I do need to add some lateral point load on a slab where the column is supported by the slab. Is there any way to apply lateral point load on the location where there exist no lateral framing element in the RAM Modeler? Is there a video or blog…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to assign point loads and get result of displacement according to points local axis not in a global axis. (circular tank / Staad.pro)

    IronMaxSteel
    IronMaxSteel
    How to assign point loads and get result of displacement according to points local axis not in a global axis. (circular tank / Staad.pro)
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum