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Kaushik Panchal

Kaushik Panchal

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  • RE: RAM Foundation to RAM concept for combine footing

    Kaushik Panchal
    Kaushik Panchal
    Sure, Thanks for your prompt response, I really appreciate it. Please correct me here If I am wrong, I can see all the reactions which I have in the RAM SS at the base of column/wall will now be available if I do what you suggested? another question…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Foundation to RAM concept for combine footing

    Seth Guthrie
    Seth Guthrie
    All of the reactions should transfer to Ram Concept. The way that wall above reactions are handled is a bit complex, so refer to the wiki I sent for further info. You can import each concrete elevated slab or mat footing into Ram Concept for slab design…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Structural System - Shear walls and column foundation design.

    Seth Guthrie
    Seth Guthrie
    You'll find some information about this in the Ram Foundation manual, see section 3.3.2 Case of Spread Footing Intersecting Continuous Footing. In a nutshell, you can model a single continuous footing to support the wall and pilasters, or you can model…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Torsion Irregularity in RAM SS.

    Seth Guthrie
    Seth Guthrie
    Be sure to assign control points (i.e. at the 4 corners) and try the drift - at control points output again.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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