There is a problem in the report generated for column design. Even though I have defined CTRL EMIN 1 the minimum eccentricity is printed into the report table only when the minimum reinforcement given in the cross section has to be increased (see the pictures below).
Two questions:
- how is Ed/Rd calculated? Is it as follows: Length of vector (NEd;MEd) divided by the lenght of collinear vector that crosses the NM diagram?
- Is it possible to automatically calculate the limit load of a column with Column Design task?
Best regards
Martin