Hello guys
I'm currently designing a base plate connection for my steel column and I'm finding hard to understand how robot calculates the area of concrete breakout of a group of anchor bolts under tension. Attached you can find the example I'm working on. Shouldn-t the area be 35cm*(7+1,5*8,33)cm=682,5cm2??
Tahnks in advance!!!
https://ibb.co/TM1j2yn
https://ibb.co/qWSm4Gq
