Hello,
While I was modeling a 20 story building with symmetrical concrete slab sections and loads in each story, I noticed that the deflection of the slab increases the more I go higher in elevations despite having the same sections, dimensions and loads.
I know that floors with symmetrical shapes and loads must endure the same stresses so it has the same reinforcement.
Can someone explain this behavior or explains why it occurs if I was wrong ?
Thanks in advance