When solving the problem of eccentrically loaded foundations the program offers two options to deal with an effective dimension of the foundation area:
- a rectangular shape of effective area is assumed
- general shape of effective area is assumed
A simplified solution is used in such cases. In case of axial eccentricity (bending moment acts in one plane only) the analysis assumes a uniform distribution of contact stress σ applied only over a portion of the foundation l1, which is less by twice the eccentricity e compared to the total length l.
Determination of effective area in case of axial eccentricity
An effective area (b*l1) is assumed to compute the contact stress, so that we have:
In case of a general eccentric load (foundation is loaded by the vertical force V and by bending moments M1 and M2 the load is replaced by a single force with given eccentricities:
The size of effective area follows from the condition that the force V must act eccentrically:
General shape of contact stress
In case of an eccentric load the effective area is determined from the assumption that the resultant force V must act in the center of gravity of the compressive area. The theoretically correct solution appears in Fig.
Determination of contact stress for general eccentricity - general shape
Owing to a considerable complexity in determining the exact location of the neutral axis, which in turn is decisive when computing the effective area, the program follows the solution proposed by Highter a Anders1), where the effective areas are derived with help of graphs.
1) Highter, W.H. - Anders,J.C.: Dimensioning Footings Subjected to Eccentric Loads Journal of Geotechnical Engineering. ASCE, Vol. 111, No GT5, pp 659 - 665.