Only Singular Foundation Calculation-Steel Subcolumn Foundation Calculation

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kadirazal

New Member
Hello. I made the static calculations of the steel industry structure in sap2000 with all the necessary combinations including earthquake forces. However, while calculating the single foundation in idecad, I modeled the normal forces and moments of shear force, including earthquake forces, in the idecad single foundation and affected the reactions on the columns separately as point loads. Here I do not understand; After applying the forces to individual columns, idecad calculates the singular basis according to which combinations. Because in sap2000, the reactions have already been increased. How does idecad calculate the singular basis calculation under these reactions. Can you share a sample project related to this? (tbdy2018)
 
Since I have not received a response yet, I think that idecad officials have no idea about the solution of the issue.
 
Hello there; For which loading state you entered the reactions, you will see these values in the section of that loading state in the post-analysis internal forces. Steel regulation is selected for default situations in the program, and if you have not made any changes, GKT selection is active. It creates the combinations according to this method, and yes, the program will increase it again when you enter it as the loading status.
 
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