willowman
Civil/Environmental
- Feb 22, 2020
- 25
Hi all,
Continuing in my pursuit to understand the punching shear checks of EC2 I am performing some hand checks of software results.
It seems that I am stumbling on the calculation of the eccentricity Δe. I found a worked example but I don't understand the method used to calculate Δex. I have always calculated the centroid of an object with x(bar) = ∑Ai.xi/∑A...using my method I don't arrive at the same answer as the worked example. On first inspection I presumed it would be as simple as taking one centroid away from the other?
Would anyone be able to explain from first principles how this calculation is being formulated?
P.S. I understand and can follow the simplification step.
Thanks,
Continuing in my pursuit to understand the punching shear checks of EC2 I am performing some hand checks of software results.
It seems that I am stumbling on the calculation of the eccentricity Δe. I found a worked example but I don't understand the method used to calculate Δex. I have always calculated the centroid of an object with x(bar) = ∑Ai.xi/∑A...using my method I don't arrive at the same answer as the worked example. On first inspection I presumed it would be as simple as taking one centroid away from the other?
Would anyone be able to explain from first principles how this calculation is being formulated?
P.S. I understand and can follow the simplification step.
Thanks,