Hi,
Would you say this could be considered as a moment connection?
For the connection in the picture above, I know it is required to calculate the required development length of the tie, however, is it required to calculate the concrete compression strut as well?
Would you say this could be considered as a moment connection?

For the connection in the picture above, I know it is required to calculate the required development length of the tie, however, is it required to calculate the concrete compression strut as well?