• How to model sloping parapet walls in RAM Structural System

    Pascual Mauricio
    Pascual Mauricio
    Hello, I have a one-story building with sloping parapets on the exterior walls and flat parapets on an interior portion (see white colored parapets in image below). Currently, my model has the floor and the roof, with the roof having the deck and…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM - Steel Column design won't run.

    RonnyRaygun
    RonnyRaygun
    I have set up a model in RAM. It is A steel frame sat on an RC base. I have run the data check and there are no errors or warnings. I have run the steel beam design and it has given me section sizes. However, every time I try to run the steel…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to model Vibration of Machine

    SantoS
    SantoS
    Dear All, I want to ask about the vibration of machine. As far as I know, we need to input as sine function. Am I right? I assumed the weight of machine is 110 kN and assumed that 10% of weight will be placed as the vibration. I use…
    • Labo.std
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concrete Tolerance Error Message

    Richard.M
    Richard.M
    Hi, I've got a RAM model with some concrete gravity walls. When I try to run the RAM Concrete analysis I get an error message stating "Tolerance error at coordinates ("1350,360,396). Check if all members at this coordinate are aligned." At the coordinate…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to deal with the the problem of "badly shaped, not convex, warped,or not mumbered counter-clockwise"?

    shoaib
    shoaib
    hello everyone, anybody can help me to work out the issue, which showing the following warning after running analysis. *WARNING* PLATE NO. 4(JOINTS 51 - 53 - 52 - 50) IS BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE.…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Foundation Advance

    Bushra Ghazal
    Bushra Ghazal
    I think staad foundation advance still needs to be improved. Here are some suggestions. 1- When we import load cases and combinations from staad, we have to change description of every load and load cases by selection each one by one (i.e it is primary…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Building Design regarding the Master/Slave Node

    shoaib
    shoaib
    A question to be clarified: for the building desing, normally, the plate will be used and divided/inclosed by beams, when the specificatoin of master/slave shall be used? and when we consider the drift or others result, what 's the difference from…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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