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Ashley Adams

Ashley Adams

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  • RE: Ram Foundation: Excessive moment in negative/positive major direction.

    Karl G
    Karl G
    Yes, the error is likely associated with a concrete load combination. To test, uncheck all concrete load combinations except 1.4D (which should have lower moments and 0 uplift) and see if a design is produced.

    Unfortunately, there is not a direct way…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Ram Foundation: Excessive moment in negative/positive major direction.

    Karl G
    Karl G

    1. The uplift check is omitted from the design report if there is not a net uplift force for any service load combination.

    2. The overturning check is completed for the service load combinations. It is possible that there is a combination of large uplift…

    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Quick Question: Ram Foundation Soil Bearing Capacity

    Seth Guthrie
    Seth Guthrie

    You have some moment (or some shear times thickness creating moment) such that you have a trapezoidal soil stress distribution (or triangular). The max unfactored soil bearing on the edge is reported to check against allowable pressure. The average is…

    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: ISM Repository Error

    Steve Crabtree
    Steve Crabtree
    You may also want to review this article. An abnormal termination of RAM can cause the ISM export to fail.
    communities.bentley.com/.../7959.ram-ss-file-open-troubleshooting-tn
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Tilt up Wall and FEM Analysis

    Seth Guthrie
    Seth Guthrie

    I don't have a problem to design something like you describe in v 13.04.00.177. I've attached my test sample.

    Are you using something older? If my file works, but not yours, please send yours back for review.

    til_2.tup

    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concrete - View/Update Shear Wall Deisgn Warnings

    Karl G
    Karl G
    The boundary element extents are only checked if the wall has been defined as a "Special Reinforced Concrete Structural Wall" in the Criteria - Design Criteria dialog. If the "Ordinary Reinforced Concrete Structural Wall" toggle is selected, then the…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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