• Foundations- - Spread footing, strip footing ....

    danny-cooley
    danny-cooley
    Hello all OBD Update 10 Am testing out the Structural tools. There does not seem to be a tool for 'Foundations: Spread Footing ..... or Strip Footing In the Catalogue there are 'Foundation | Mat Foundation, Foundation | Spread Footing and Foundation…
    • 2 months ago
    • OpenBuildings | AECOsim | Speedikon
    • OpenBuildings | AECOsim | Speedikon | Forum
  • Distances in the Pile Layout

    MarcosBeier
    MarcosBeier
    In OpenBridge Modeler the distances in the Pile Layout Tab can be manually edited to update the model individually with the pile's on-site construction errors. Local eccentricities can be added to the model by modifying the current pile Distances. The…
    • 4 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • OBM-SubsTemplPile

    MarcosBeier
    MarcosBeier
    OBM Substructure Template Piles
    • OBM-SubsTemplPile.jpg
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    • 4 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Single Pile

    Cristina Nhatuve
    Cristina Nhatuve
    Good day Plaxis support engineers. I'm new on Plaxis, so apologize me if the issues I'm bringing here may seems irelevant. I will detail how did my model (I will skip the soil creation): After creating the one layered soil profile I drew a polycurve…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • RAM Foundation - Surcharge loads on pile caps

    Nicholas Schumacher
    Nicholas Schumacher
    When designing pile caps in RAM Foundation, is it possible to add a surcharge from a structural slab-on-grade to the design of the piles and caps? Or would you have to fake it as a mat foundation and export to Concept? I would rather not use Concept if…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • In person workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations - Dubai - February 7, 2023

    In person workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations - Dubai - February 7, 2023

    Micha van der Sloot
    Micha van der Sloot
    Title: In-person Workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations Location: Dubai, The United Arab Emirates Date: Tuesday, February 7, 2023 Price: 450 USD Lecturers: Richard Witasse. Principal Application Engineer, Seequent …
    • 10 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • Modelling Piles in PLAXIS, 18 Dec 2020 SIG Workshop - Geotechnical Analysis

    Modelling Piles in PLAXIS, 18 Dec 2020 SIG Workshop - Geotechnical Analysis

    Micha van der Sloot
    Micha van der Sloot
    Title: SIG Virtual Workshop: Geotechnical Analysis - Modelling Piles in PLAXIS Date/Time: December 18, 2020 at 10:00 A.M. CET and again at 04:00 P.M. CET Presenter: Micha van der Sloot, Senior Manager User Success - Geotechnical, Bentley Systems, Inc…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • Modeler: Substructure wizard

    MarcosBeier
    MarcosBeier
    In RM Bridge CONNECT Edition at Modeler inside the Piers definition there is a new option for inserting all substructure with meso-structure and infrastructure at once: the Substructure wizard . Right click on the Piers to have access to Substructure…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Ram SS Row of Single Piles Under A Bearing Wall

    SVGregory
    SVGregory
    I have a 12' high bearing wall with a row of helical piles at the base of the wall. At the top of the wall, I will be supporting floor beams at 5' OC and columns that are spaced at 20' apart. The piles will be spaced at 4'-6". Does Ram SS assume the…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Inclined Piles on STAAD Foundation Advanced

    Lucas Martins da Silva Azeredo
    Lucas Martins da Silva Azeredo
    I would like to know if it is possible to use inclined piles in Staad Foundation Advanced and, if it is, how to do so.
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Design Assumptions for Mat Foundation on Piles - RAM Concept

    Seth Guthrie
    Seth Guthrie
    I assumed you were performing a 'Normal' analysis, not a Lateral Self Equilibrium analysis . Lateral SE is not appropriate here. Even in a normal analysis, the structure is very flimsy when supported on tall columns (and instable if the columns are…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design Assumptions for Mat Foundation on Piles - RAM Concept

    tdelvalle
    tdelvalle
    I'm designing a mat supported on piles in Concept. I exported the model and the loads from RSS, but now I'm trying to model the piles. In the past, I've used a point spring to represent the piles. My spring constant was always Ks=P/Delta, or the pile…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Piles

    Sye
    Sye
    Please refer to the second paragraph of the wiki http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29165.how-to-model-pile-cap-attached-to-batter-and-vertical-piles-in-staad-pro
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to model Pile cap attached to batter and vertical piles in STAAD.Pro

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Modeling Solutions Subarea: Geometry Original Author: Bentley Technical Support Group …
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: RAM Foundation

    Seth Guthrie
    Seth Guthrie
    When pile cap foundations are used in Ram Foundation the user specifies the compression, tension and shear capacity of the piles. The user also specifies the diameter of the piles which, along with the pile cap optimization criteria, determines the geometry…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept nonlinear springs

    Gumpmaster
    Gumpmaster
    Does RAM Concept have the capability to model nonlinear point springs or nonlinear supports for columns? I have a colleague who's trying to figure out some pile reactions but is unsure if RAM Concept is the right tool to use. The piles have a multi-linear…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pile check in Mat Foundation Using StaadFoundation

    bong2rm
    bong2rm
    Hi. I am checking a Mat Foundation with Piles and I noticed that the piles are checked in all load combinations including ultimate. How will we limit the pile check for service only? I cannot also see the detailed calculation of pile reactions on…
    • Answered
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • GSA Piles - Rebar Design

    Katie Aguilar
    Katie Aguilar
    GSA performs rebar design for horizontal forces acting on a pile. Currently, the supported codes do not include AISC code. The following international codes are supported – listed as concrete structures and include rebar requirements. The US system currently…
    • over 10 years ago
    • OpenGround | gINT | Keynetix
    • gINT Forum