• Transfer of reinforcement and Tendons from RAM Concept to ISM

    Anonymous
    Anonymous
    Hi, From reading elsewhere on the internet, I understand that reinforcement and tendons are currently not supported in the transfer from RAM Concept via an ISM repository. Is this correct and if so at what date will the ability be available? Thanks…
  • RE: Minimum reinforcement (RAM Concept)

    If you are counting on the sum of the top and the bottom bars to meet the temperature and shrinkage requirements, then both set of user bars should have the slab face option set to "Both". For details see: communities.bentley.com/.../8362 Also note…
  • ISM Version 5.0 Capabilities and Limitations

    Following the release of ISM Version 5.0 in September, I have noticed that the last update for the ISM Capabilities and Limitations page was in June of this year and therefore I presume that it does not reflect the capabilities and limitations for ISM…
  • RAM Reinforcement Design Status

    Dear Bentley community. I’ve got a question concerning RAM. I am designing a PT slab 200 mm thick and I’ve got a huge demand of reinforcement, even more than in the same slab designed as RC flat slab. In the case of the RC flat slab the “Design Status…
  • RAM Elements - Reinforcing Design for Shell Elements

    I am looking for an explanation for the As/ft design output for shell elements. It looks like the design is giving areas of steel that are off the charts. For example, every area of the concrete panel I am analyzing is giving areas on the order of 1.0E300…