How to deal with the problem of beam plate connectivity

when l chech the beam plate connectivity in the model, most of beam connected to the plate is warned, that means some problem happened between beam and plate, so how can we solve this problem, any good solution?

thank you in advance

urgent.

 

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  • Hello Kazeem,

    Which Bentley program are you using? From your description, it doesn't sound like you're referring to a Hydraulics and Hydrology product. Generally speaking if you have an urgent technical problem, it may be best to contact technical support directly.


    Regards,

    Jesse Dringoli
    Technical Support Manager, OpenFlows
    Bentley Communities Site Administrator
    Bentley Systems, Inc.

  • hi jesse,

    thank you for your reply first. the version of staad pro. l using is V8i(SELECTseries 3) 20.07.08.20

    can you please check my modelling attached, in which the wind load can not be applied correctly(in other words, the wind load is only applied partially,can you give me the anwser please?),so ll have to apply plate load instead,

    also there are some confusion, can you make some expalnation for me?

    1.  In the model, one plate for each side is used without mesh, if it was meshed (meanwhile the load for water also need to be revised), any difference between two model from the result point of veiw like stress,bending, etc.  furhtermore, is it necessary to consider/set any parameter for the beam plate connection in case entire plate,

    2. In this case the result is right or not, any other improvement to be complemented?

    3. for the software, the liscense of british code is obtained, but in the option why there is no related code indicated?

    thank you for you support.

    regards

    WT- 0509-6.std
Reply
  • hi jesse,

    thank you for your reply first. the version of staad pro. l using is V8i(SELECTseries 3) 20.07.08.20

    can you please check my modelling attached, in which the wind load can not be applied correctly(in other words, the wind load is only applied partially,can you give me the anwser please?),so ll have to apply plate load instead,

    also there are some confusion, can you make some expalnation for me?

    1.  In the model, one plate for each side is used without mesh, if it was meshed (meanwhile the load for water also need to be revised), any difference between two model from the result point of veiw like stress,bending, etc.  furhtermore, is it necessary to consider/set any parameter for the beam plate connection in case entire plate,

    2. In this case the result is right or not, any other improvement to be complemented?

    3. for the software, the liscense of british code is obtained, but in the option why there is no related code indicated?

    thank you for you support.

    regards

    WT- 0509-6.std
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