أنشئ حسابًا أو سجّل الدخول للانضمام إلى مجتمعك المهني.
Why it is required to do so? Based on the requirement we can stop column at any height unlike beam, where beam is to be stopped at 1/4 to1/3 span from support (more exactly at point of contraflexure).
if the Codes allow , I don't !