Pls some one help to give information how can i use column design according to clause 4.7.7 (BS 5950-2000)
in staad. When the beam is released , there is not moment in column and staad design column without moment
accordingly. But BS code say for column design in simple structure , we must consider moment by eccentricity of
beam to column and shear force in beam ( clause 4.7.7). Is there any funciton in staad pro includes this consideration.