I need help on the below mentioned query;
My query is dual system design in etabs for 24 story Rcc building.
Once the parent etabs model is finalized after all the stabilty checks then we have to find base percentages for both columns and shear walls.
And prepare two separate models
One for columns and beams design and the other for shear wall design.
For these two models where and what we have to modify.
If anyone have the reference document for the detailed procedure of dual system design or any reference etabs model
Will be grateful for your response