The "Bearing capacity"serves to verify the vertical and horizontal bearing capacity of a footing. can be performed in the frame. The verification can be performed either for individual loads or the program finds the most critical one (can be selected from a combo list).
The analysis follows the theory approach selected in the "" tab. This tab serves to choose the ( , , , ).
Theanalysis requires selection of the (general shape, rectangle). The shape of contact pressure is plotted in the left part of the desktop.
For both limit states (strength, usability) program assesses the ealw is assumed in the frame "Settings" in the " " tab.. The value of the maximum allowable eccentricity of foundation
Theanalysis requires selection of the type of earth resistance that can be assumed as the pressure at rest, passive pressure or the reduced passive pressure.
The soil parameters (friction angle structure-soil, cohesion structure-soil) can be further reduced when computing the horizontal bearing capacity.
Whenthe view of the "Verification on uplift" dialog window is adjusted according to the analysis method selected in the " " frame.
Detailed listing of the results is displayed in the right part of the desktop. Visualization of results can be adjusted in the frame "".
Frame "Bearing capacity"