Manny1234
Structural
- Feb 24, 2022
- 2
My question refers to the example in ACI 551.2r-15 (B8). If you have axial loading with eccentricity at the top, why does ACI not include the eccentricity when calculating the applied moment? While I understand that the design strip is from the reaction of the footing/pier, the eccentricity does not just simply disappear.
Other examples in the guidebook where the panels are supported on continuous footings, the eccentricity is included in the calculation.
Other examples in the guidebook where the panels are supported on continuous footings, the eccentricity is included in the calculation.
