Thanks S&T
To answer your first question Yes, the walls were meshed in Etabs.
From your previous thread the question "Is this a model where you are replacing existing reactions with new reactions?"
No i am not replacing the loads... I am comparing/questioning the loads shown in etabs vs that...
Good day,
I have a 4 story concrete building, shear walls, flat slab floors and roof with concrete beams and column. The model was completed in etabs, (no errors)and pier labels were added to the walls. An Axial Force Diagram was done in Etabs to show the loads acting at the reactions and wall...
