• RAM Frame Ground Level at Upper Floor - Reaction

    RFreund
    RFreund
    When I change the ground level as detailed here: LINK How can I find the reactions of the imposed global lateral restraints? Additionally, let's say that I want to eliminate the "overhang cantilever" affect that these global lateral restraints would…
    • Answered
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Excavation near existing basement

    Boris Kolev
    Boris Kolev
    I am aiming to simulate a deep excavation near an existing tower with 4 levels of below grade parking (shaded in grey). The approximate loading of the building is 10 ksf. Therefore I have simulated the material (shaded in grey) as a non-porous Mohr Coloumb…
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 2D Dynamics

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D AE Date created 09 May 2011 Date modified 09 May 2011 The Dynamics module of PLAXIS 2D allows us to perform dynamic analyses of the propagation of waves through the soil…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • RE: Wind Load and Lateral Earth Pressure on Building with Basement

    Seth Guthrie
    Seth Guthrie
    If you set the Ram Frame - Criteria - Ground level up one story from the base it will reduce the wind exposure. For more in this see: communities.bentley.com/.../18422.ram-frame-criteria-ground-level
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ground floor plane height

    JOHN MCCULLOUGH
    JOHN MCCULLOUGH
    Hello, I have been working on a building from the top down, my ground floor plane is going to end up below 0m as I have set my floor planes incorrectly. Is there anyway I can drag the rest of the building up or change the levels so my ground floor…
    • Answered
    • over 7 years ago
    • Hevacomp
    • Hevacomp Forum
  • RE: Modelling variable wall construction in single element

    Stephen Brown
    Stephen Brown
    Hi Roy, it may depend on the type of calculation you are doing as to the best solution. The simplest option is to create an Exposed Wall in Fabric Data using the layer data for the above ground wall. Once created you can adjust the calculated U-Value…
    • over 7 years ago
    • Hevacomp
    • Hevacomp Forum
  • Earth Pressure in RAM Structural System

    Seth Guthrie
    Seth Guthrie
    Product(s): RAM Structural System Version(s): Any Environment: N/A Area: Analysis Original Author: Bentley Technical Support Group How can apply earth pressure in one direction? There is no…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: Soil Lateral Force in RAM Frame

    Seth Guthrie
    Seth Guthrie
    Check this post: https://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/16148.earth-pressure-in-ram-structural-system If you need more than what's there let me know.
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Warehouse Crawlspace

    Jason Coleman
    Jason Coleman
    Part of my previous work as a structural engineer had me peforming visual observations of existing structures. This is the crawlspace of a 100+ year old timber and masonry building I was poking around in.
    • Rocketts Inspection.jpg
    • View
    • Hide
    • over 15 years ago
    • Peer Image Galleries
    • Jason Coleman's Images