communities.bentley.com/.../Sangamesh-_2D00_-Godown-_4000_-Kurgod-PL-_2600_-Manual-WL-R_2D00_02-14.05.2019.stdcommunities.bentley.com/.../Sangamesh-_2D00_-Godown-_4000_-Kurgod-Story-Shear-for-Sway-Calculations.pdf
Here im unable to upload the rcdc file as it is about 7mb file size. so i have uploaded a pic of Story Shear for Sway Calculation (Stability Index) from rcdc file for column design. my question is how come the story shear is 0 kn and stability index has a value which is determining sway condition???