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thansk a lot for your answer
I don't understand. How do you know that? I've review even the local axes but the bottom and top have the same direction.
Thanks a lot for your time
Best regards

Dear STKO team
Sorry for ask every time but I need to get the story shears and overtuning moment about my model. Please your help??
Pd I've attached a picture of my model

thanks, but in the image that you send me, it should be +1.0 in the two section, why you put minus ones??

Dear STKO team
You provide me a TCL script for get the moment and shear in shear walls. But I want ask for the cut side section, because I want to know if I need consider the direction of the edge or the face. Please your help

The moment is different because, I think, you computed just by summing the Moment Reaction at each node, isn't it?
This is not enough. The total moment with respect to the center of the wall is:
SUM(MYi) + SUM(FZi * Di) (for each node "i").
I.e., you have to sum the moments and the couple given ...

Thanks for your answer
I have the last quesion please. how to get the moment-curvature of the shear walls?
Best regards

Thanks a lot by your concern
I could to solve that problem. But I had another problem Please whats the meaning about this mistake? Because the model continued running.
And how to get the moment-curvature of the shear walls thans a lot for your answers.
Best regards.
PD I´ve attached the new mistake ...

Dear STKO team
Thank a lot you are so helpful and kind. Thanks a lot, your help is fundamental.I get the backstay effect and the results are so close to the ETABS.

Now I modeled the whole structure of my research but I get this problem, please your help.

Thanks a lot for your help
I really apreciate all your help and advices. Right now I get almost the same result that ETABS when I model whit out basements.
Just one last question how I get the backstay effects? Because now I get deformation in the basements but in the shear wall the shears are ...

Thanks a lot. You are so kind.
It´s very helpful. I get the almos same moments.
Now I had another problem when I model more stories or basements the result again aren´t the same. I get almos the same period and frequiencies but the shears aren´t the same and the moments even worse. I belive that ...