I modeled 3.5 feet mat and applied reaction nodal loads at 3 columns plus other LL and DL on the mat.
Output design did not indicate reaction nodal loads at columns.
Can you check for me?
I modeled 3.5 feet mat and applied reaction nodal loads at 3 columns plus other LL and DL on the mat.
Output design did not indicate reaction nodal loads at columns.
Can you check for me?