Thanks for the response JoshPlum and Agent666. I have done manual calculations to compare with Etabs output, figured out wrong. I would have to see if the stiffness factors make a difference.
To further add to the information I have provided earlier, its an 11 story tower with 4 story wings...
Hi,
I have a situation where the column loads aren't cumulative (adding up) and the loads aren't right either. These columns are beside the shear walls and I am thinking the load is transferring into walls due to stiffness, is that right? will that happen? Anyone's input will be greatly...
