Hi friends, Today I wanted to share with you what I recently learnt about 2nd order effects of reinforced concrete cantilever columns. I was checking the structural design of another engineer and I didn't get the same results for days. My bending moments at the bottom of the column were just way bigger which meant that many columns didn't have enough reinforcement but also that the pad footings were way to small. So today, I'll tell you what I learnt from investigating cantilever columns for...