aksualigurbuz
New Member
good work. Attached is the file prepared according to the risky structures regulation. As a result of the on-site inspection, the reinforcements are 4 fi 14. In other words, there is a 6,16 cm 2 reinforcement area. Column dimensions are 20x35, ie 700 cm 2. Accordingly, the average reinforcement ratio is 0.0088. When we put this value in purchase, the structure is risky. It turns out to be risky. I wonder what could be the reason for this. Good work