METHODS OF CALCULATION OF OFF-CENTER LOADED COLUMNAR FOUNDATIONS WITH PARTIAL SEPARATION OF SOLE
In the practice of designing frame buildings there are cases of oblique off-center load action on the foundation. The method of determining the maximum pressure under the sole of the columnar foundation loaded with eccentricity in two directions, as a result of which there is a partial separation of the sole is given. It is shown that the pressure on the base of the building depends on the value of the vertical force, bending moments and geometry of the foundations. An example of calculation of an off-center loaded columnar foundation is given.