• Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Modelling an Elevated Slab as Plates in combination with Floor Diaphragm Command

    Alain Torre
    Alain Torre
    Good day. I understand that for rigid diaphragm slab action, you are NOT required to model the slab as plates if you are to use the Floor Diaphragm command. But for this frame structure that I am working with, there are certain floor loads that…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PLATE ELMENTS - CONCRETE POCKETS

    Superstar123
    Superstar123
    Hello, Please help. I am a new E.I.T. and I do not have alot of staad knowledge. I really need help with this project that has now taken me over 3 months to model. I need to model a grillage beam system with concrete pockets. There will be a 1/4"…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Results Along Line

    Patrick Stelmach
    Patrick Stelmach
    Is there any way (such as programing cut lines into the input file/saving your cut lines) to not lose cut lines after making modifications to the model and re running the analysis? I found a post about this two years ago and I'm not sure if any enhancements…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Meshing help - STAAD Pro Connect

    Superstar123
    Superstar123
    Hello, I dont not understand how to properly mesh my nodes so that there is no connectivity issues. Can someone please help. I am trying to mesh the area using nodes 4-1-13-16. /cfs-file/__key/communityserver-discussions-components-files/5932/comp…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Plate Overhang - Staad Pro Connect

    Superstar123
    Superstar123
    Hello, How can I make my plate overhang the beams beneath AND cover the full flange on the end beams? Does this require the plate to be offset in the X direction? Any help would be really really appreciated. Thanks.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Plate members assigned to more than 10 groups

    Jason Chalder
    Jason Chalder
    I currently have a complex model in which I have used groups in order to better organise members and plates elements. The problem I now have is that I have plate elements which exist in more than 10 groups and STAAD will not run the analysis. My current…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Integral footbridge pile design

    Harry Tran
    Harry Tran
    I am undertaking a check for a 4 span steel box girder footbridge with a curved soffit. The southern abutment of the bridge will form an integral connection with lateral and flexural displacements being accommodated by the piles. The northern abutment…
    • Answered
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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