I has one issue about the GEOMETRY: Edge distant.
What different ? Why? This is not make sense with reality?
What I should chose in this case
Hi Nam,
“Concrete will breakout not too far from the anchor group and that breakout will always occur to the closest edge. According to EN1992-4, section 7.2.2.5, there is no need to consider concrete edge breakout if the edge distance (c) is larger than minimum of [10hef(anchorage depth); 60d (diameter of anchor)].
This means, that if your concrete edge is larger than min [10hef; 60d] you don't need to calculate concrete edge breakout, and you can consider the edge is infinity.
If the edge is smaller than this value, then you would need to consider edge breakout in this direction.”
Regards,
Team Ask Hilti SEA
SECOND case