REINFORCEMENT LOOK AT RADIATE FOUNDATION MAX. I CAN USE 16 DIAMETER. ADDITIONAL REINFORCEMENTS DOESN'T LOOK A DIFFICULT BUT I CANNOT PROVIDE THE REINFORCEMENT EVEN IF THE RADIUS IS 80 CM. I WAITING FOR YOUR HELP. GET EASY
WHEN DESIGNING A BRAIDED RAID, ARE THERE THINGS WE NEED TO DO IN ANALYSIS SETTINGS, WHAT SHOULD WE CHOOSE AND SHOULD WE CONSIDER NEGATIVE FLOOR STRESS?
I don't think you need to use C30. If you reduce the reinforcement spacing in the additional reinforcements tab in the laying results, the problem is solved.