• RM Bridge Analyzer: Properties: Cross Sections: FE Mesh

    MarcosBeier
    MarcosBeier
    The RM Bridge Analyzer: Properties: Cross Sections: FE Mesh menu options displays elements and nodes of the Finite Element mesh of the cross-section. Each cross-section is subdivided into 9-noded Finite Elements. The mesh is used for calculating the cross…
    • 9 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics

    Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics

    Micha van der Sloot
    Micha van der Sloot
    Title: Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics Presenter: Vasileios Basas, Technical Support Engineer, Geotechnical, Seequent Micha van der Sloot, Director User Success, Geotechnical, Seequent Date:…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • FEM Live Loads Tips and Tricks

    Ana Carla Peres
    Ana Carla Peres
    OBD CE 2022 Release 1 and RM Bridge v11.14 is now able to compute and allow access to shell forces, stresses, and displacement results corresponding to integrals of lead components in a finite element model, after a live load analysis is performed. …
    • 5 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Coffee Corner: Geotechnical Analysis - Combining a PLAXIS analysis with SLOPE/W's Limit Equilibrium for slope stability

    Coffee Corner: Geotechnical Analysis - Combining a PLAXIS analysis with SLOPE/W's Limit Equilibrium for slope stability

    Micha van der Sloot
    Micha van der Sloot
    Title: Coffee Corner: Geotechnical Analysis - Combining a PLAXIS analysis with SLOPE/W's Limit Equilibrium for slope stability Presenters: Chris Kelln, Director Geotechnical Analysis GeoStudio, Seequent , and Micha van der Sloot, Director User Success…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • FEM Live Loads Shell Results

    Ana Carla Peres
    Ana Carla Peres
    OBD CE 2022 Release 1 and RM Bridge v11.14 is now able to compute and allow access to shell forces, stresses, and displacement results, for Live Loads analysis. After running a FEM Live Loads analysis, the User can obtain: 1. Curve Diagrams Live…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • FEM Post-processing results

    MarcosBeier
    MarcosBeier
    For RM Bridge any Finite Element Model three-dimensional bridge is an extension of the normal parametric beam model. Therefore, despite the additional input required to create the FEM bodies and store results, also some additional output is usual for…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Ram Elements FE Beam

    Structural EIT
    Structural EIT
    I am analyzing an existing monorail (S-section) as a series of shell (plate) elements in RE. I have pin supported nodes at the top flange with crane wheel node loads on the bottom flange. I have a couple questions about this approach: 1) Is the general…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Allowable Bearing Strength for Concrete

    Don Dimaano
    Don Dimaano
    Hi, I was wondering what if I'd check a concrete pad to be laydown in an existing slab(suspended) thru finite element method? There will be no anchoring of rebar from existing to new pad, based on the drawing, just concrete epoxy in between What allowable…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to run a Limit Equilibrium Method analysis from PLAXIS 2D

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Finite Element Analysis - Limit Equilibrium in One Click Application PLAXIS 2D GeoStudio (SLOPE/W) PLAXIS 2D LE Version PLAXIS 2D 2023.1 GeoStudio 2023.1 PLAXIS LE CONNECT Edition V21 PLAXIS 2D CONNECT Edition V22.01 PLAXIS LE CONNECT…
    • 2 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • An Improved Methodology for Meshing 3-D Earth Dam Structures

    Faseel Khan
    Faseel Khan
    Application PLAXIS LE Version SVDESIGNER Original Author Fredlund M., Donaldson M. Date created November 2009 Date modified 11 February 2021 The design of earth dams has sometimes been subjected to finite…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Results along line - plate analysis results

    Michael Smith
    Michael Smith
    Good day, I would like to query a few observations relating to the 'results along line' plate layout. As a preamble to these queries, the model in question has been built using plate elements to form the shear walls and beam elements to form the moment…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Type of Beam Element in SACS

    DAC THUONG NGO
    DAC THUONG NGO
    Dear all, I have a question that relates to the type of beam element in SACS. As I know SACS uses the Finite Element Method and thus it should have a library of Finite elements. Where can I find the FE library of SACS? For example, as in many other…
    • over 3 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • PLAXIS

    Micha van der Sloot
    Micha van der Sloot
    This PLAXIS Wiki includes information on licensing, products, software functionality, FAQs and more. License info , including License info and what features are available for PLAXIS CONNECT Edition Licenses What is Subscription Entitlement Service…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Solid Element analysis Stress Summary

    SANTOSH VARAK
    SANTOSH VARAK
    Dear Folks, I am using Solid Elements for analysis & design block foundation for machine. As I understood from various literature that Sxx, Syy, Szz are normal stresses in the Global X, Y, Z directions respectively. The negative value would mean compressive…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Concrete slab modelling with triangular plates

    omkar gurav
    omkar gurav
    Hi, I am looking to understand how the design moments and shears are to be calculated when using triangular plates for concrete slab analysis. For triangular plates the results are reported wrt the local plate axes. The 'Global moments' are also available…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Microstran Modeling Tips

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): Microstran Version(s): V8i Environment: N/A Area: Modeling; Analysis Original Author: Richard Collins What's the Difference Between…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Featured LEARN Course: Modeling Finite Elements

    Gina Mazzulla
    Gina Mazzulla
    Users of Bentley’s STAAD.Pro software wanting to learn techniques for modeling finite elements will want to take advantage of Bentley’s training course called “ Modeling Finite Elements ” In this course, you will learn how to take advantage of STAAD…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • Getting more out of your RAM Concept Plots

    Ann Marie
    Ann Marie
    Anyone who has looked at the Audit Cross Section Report knows that Concept calculates a ton of data for each cross section and each finite element. The challenge is getting the information in a concise format for review. You also know that Concept has…
    • over 10 years ago
    • Bentley Colleague Blogs
    • RAM Inside OUT by Ann Marie Garko-Hill, PE
  • Optimal Seismic Isolation Design for A Highway Bridge with Nonlinear Base Isolator Modeling

    bulentNA
    bulentNA
    We have recently presented the following paper at 7th National Seismic Conference on Bridges and Highways (Oakland, CA, May 20-22, 2013) Optimal Seismic Isolation Design for A Highway Bridge with Nonlinear Base Isolator Modeling Yili Huo and…
    • 7NSC_YiliHuo_BNAlemdar.pdf
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    • over 10 years ago
    • Bentley Colleague Blogs
    • Bulent's Blog
  • A Brief Visit to 3D Rotations

    bulentNA
    bulentNA
    Bulent N. Alemdar, Ph.D. SR Software Product Research Engineer Three-dimensional rotations are one of the oldest topics of classical mechanics of rigid bodies. Early studies go back to 16th century at it was mostly regarded as an intellectually…
    • over 14 years ago
    • Bentley Colleague Blogs
    • Bulent's Blog
  • Nonlinear Analysis with Both Geometric Nonlinear and Distributed Plasticity Effects

    bulentNA
    bulentNA
    Here, I post a few pictures and avi files, which are generated from one of my code developed during my PhD. These benchmark examples are 3D examples and they are extensively studied in many academic publications, so that they are very good examples for…
    • over 14 years ago
    • Bentley Colleague Blogs
    • Bulent's Blog
  • Benefits of Using Optimization Methods in Structural Engineering Practice: Case Studies

    bulentNA
    bulentNA
    We have recently presented the following paper at 10th World Congress on Structural and Multidisciplinary Optimization Conference (WCSMO-10) in Orlando, FL (May 19-24, 2013): "Benefits of Using Optimization Methods in Structural Engineering Practice…
    • 5457.pdf
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    • over 10 years ago
    • Bentley Colleague Blogs
    • Bulent's Blog
  • Parametric meshing - junction of two boundaries of the two model meshing

    YUVARAJ P
    YUVARAJ P
    Hi all in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary. while using Parametric mesh and creating the adjacent boundary mesh, it was found that…
    • Answered
    • total section DL5.zip
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Finite Element Analysis of Odd Shaped Lifting Ring - STAAD Pro V8i

    Brian
    Brian
    I am working on modeling an odd shaped lifting ring for a client. Does anyone know of an example for the development of a finite element model of a lifting ring (the cross section of the ring is a round steel bar) for STAAD Pro V8i? I am not familiar…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Timber design to Eurocode 5?

    Michael Rowell
    Michael Rowell
    Hey, I am new to this forum but have a quick question to ask about the FEA side of STAAD.Pro. is it possible to either design a member to Eurocode 5 (Timber design) or to design it to no particular code and just get a reading for the internal stresses…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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