I am designing a structure in Staad pro in selectseries 6 (20.07.11.45)using IS code 800-2007 LSM.my problem is i am getting incorrect bending moment result for column(refer attached report) my column is UC305x97. Same column at different location getting different capacity It also not giving proper clause that it had used to calculate design bending capacity.
is there i am doing something wrong?communities.bentley.com/.../column-design.docx