CHECK OF FIXED – BASE CONNECTION STRESSES COLUMN SECTION ( I – SECTIONS / BOX – SECTION ) MOMENT ABOUT MAJOR AXIS (Mx) – WITH BIG ECCETRICITY ACCORDING E.C.O.P.2001
To check the fixed-base connection stresses in a column section (I-sections/box-section) with a major axis moment (Mx) and a large eccentricity according to E.C.O.P.2001 (Eurocode for the Design of Steel Structures), you would typically follow the design procedure outlined in the code. However, as an AI text-based model, I can provide you with a general […]