Is one way shear considered in the transverse direction for continuous footings in RAM Foundation? The manual states that "one-way shear design is conducted for sections perpendicular to the continuous footing major direction." This makes me think that…

When i add a tolerance so i can include 2 rows of columns for the continuous foundation more often than not when i get to the foundation design my foundation is not aligned along the grid i set it to - its no longer a straight line - it has become skewed…