• Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
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    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Barras armadas comprimidas Grupo IV y V

    Cesar Chiaro
    Cesar Chiaro
    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • CS Cross section Trimming for Mat Footing/ RF Placement

    Timothy Schuster
    Timothy Schuster
    For a mat foundation 5 feet deep, would making Cross Section Trimming to none for this option be accurate when modeling. I want to apply a distributed RF along the top and bottom of footing at a certain spacing. For the properties what should I…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SS v15.05 Diaphragm Stiffness Modification Factors

    Andrew Giesler
    Andrew Giesler
    The newest version of RAM SS 15.05 now has unique stiffness modification factors for each deck direction for materials such as corrugated roof deck. However, I haven't found diagram, or example explaining what the factors "f11", "f22", "f12", "m11", …
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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