• Unknown Instability Warning at a Single node only

    Hi, I'm exploring about the difference in repeat loads and load combinations in my model, then I stumbled upon this warning. I can't find a fix for this problem. I tried checking the whole model if there are inconsistencies in my model. I've also…

  • Floor load generation

    Kindly refer to the model attached and reference pictures. For FLOOR LOADS created under REFERENCE LOADS I am getting "WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION." However, in the GUI the same panel is indicated as loaded for the load…

  • Warning - This structure is disjointed - Staad Pro Connect

    Hello, I am seeking help with connecting my base plates to my structure frame. I receive the warning " Warning - This structure is disjointed " and I believe it is because my plate and structure are not connected properly. How do I do so? I have been…

  • RAM Concrete Beam Warning

    I am getting the me ssage "attempted an unsupported operation" while accessing the design checks tab in the beam design criteria. What does this mean?

  • ***WARNING - INSTABILITY AT JOINT 414 DIRECTION = MZ

    PLEASE HELP!!! I don't know what to do. I kept on trying to resolve this on my own using all the tips I searched but none of them worked. CEE4-SUPERSTRUCTURE - TRIAL.std

  • WARNING - RC Design not performed with prismatic properties

    Hello I am Carlos, I am using STAAD.Pro CONNECT Edition - Version 22.06.00.138 After input all the model and when I performance the analysis (Eurocode) , it appears a Warning message about the prismatic properties. I check it in other threads…

  • RAM Concept - Load History Deflections Not Converging

    Hi, I have two RAM Concept suspended slab models which will not converge when running the load history deflections and I am at a loss as too why. Below is the warning provided in the Load History Calc Log: WARNING: An error has been found while…

  • Why am I receiving this warning message (Design Strip - Strip very, very narrow)?

    I am designing a two-way slab with beams, and I received a warning message shown below. I am assigning the design strips width manual with the help of Span Boundary Polyline. I used the recommendations from https://communities.bentley.com/products/ram…

  • Warning - Instability at Joint 12865 Direction = My

    Hello, I am getting the following warning and am not sure how to resolve it. The node is at a corner of the slab and it is pinned. I am not sure why I am even getting an instability in the My direction if I am not supposed to have any moments due to…

  • WARNING: For member# YYY the profile has been selected from HSS Rect/Round (non A1085)/Pipe tables of AISC database.

    1. Please explain below warning: WARNING: For member# 306 the profile has been selected from HSS Rect/Round (non A1085)/Pipe tables of AISC database. Weld type is considered to be Elect-resist-weld. Thickness is already reduced from the table. Further…

  • Getting warning when using RAM Element to design pedestal

    I am designing a typical pedestal for a concrete foundation. When arranging the longitudinal and tie bars, I am getting the warning as shown below. "Waning in design, - No longitudinal bar shall be farther than 6 in. clear on each side along the tie…

  • Warning shows in Staad Pro output file that Length to Depth ration is less than 2.5

    Hi ! There is a warning in Staad pro output file in Concrete design "Lenght to depth ratio is less than 2.5" for short beams. My question is my design is correct with this warning or not ? If not what should i do ? Thanks.

  • RE: Warning message-"The member is not a Truss member"

    The design as per IS:802 is carried out for axial load only and so when designing the members, the software is expecting only axial forces to be present in the members, which is what happens when these are specified as TRUSS members. If you have not declared…

  • RE: RAM Concrete Top Reinforcement Cover Too Large With Increase in Top Cover

    I ran a test. Depending on the selected code and the forces, this warning kicks in when the single layer top cover to bar center increases to around 5" (ACI codes, using #6 bars and #3 ties). The capacity diagram is still correct (by inspection), but…

  • Vertical and roof Truss design

    Hi, I really need help. I am trying to design an open warehouse made of steel truss roof and column. I keep on getting joint instability on one of my support. I don't know if what I did was right in my modelling process. Should I separate the design…

  • RE: Is it possible to turn WARNING off in STAAD output

    I don't think there is a direct way to turn this warning off. The only way would possibly be to open the .ANL file using MSWord and actually take these warnings out from there. One can right click on the ANL file and choose Open with and select Word as…

  • Resolve warning "Zero Stiffness in Direction... at Joint... Eqn. No..."

    I created a model and analyzed. There are 0 errors, but 26 warnings. 24 warnings are "Zero Stiffness in Direction... at Joint... Eqn. No..." and the other two are "There were more than 12 DOF with zero stiffness". How can these warnings be resolved…
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