(1) Thanks for this video, I found it very helpful, could you please include the direct analysis (second order) at the same model, I would like to understand the correct procedures of second order with the seismic (2)And if I have shear walls, and using frame resisting system, How I can set the STAAD to transfer all the lateral forces to the shear walls only without the columns (if I don't want the column to contribute in the lateral resisting). (3) For what I have mentioned, can I follow the same diaphragm procedures.
(1) Thanks for this video, I found it very helpful, could you please include the direct analysis (second order) at the same model, I would like to understand the correct procedures of second order with the seismic (2)And if I have shear walls, and using frame resisting system, How I can set the STAAD to transfer all the lateral forces to the shear walls only without the columns (if I don't want the column to contribute in the lateral resisting). (3) For what I have mentioned, can I follow the same diaphragm procedures.
Good day mam! where can I contact you? I have many questions about staad product, I hope you can help me. Hoping for your response thanks.
Please reach out to us via Bentley Communities. (communities.bentley.com/products/ram-staad/).