Horizontal Bearing Capacity - Elastic Subsoil (p-y Method)
Theis verified in the "Horizontal bearing capacity" . can be carried out. The verification analysis can be carried out for individual loads, prescribed displacements, or the program finds the most critical load (can be selected from a combo list). Assuming the prescribed displacement type of load requires introduction of boundary conditions in pile head (translation and rotation).
The fixed end type of boundary condition prescribed in the pile heel can be assumed for all types of load.
For steel reinforced concrete pile the programs allow forbased on the relevant standard selected in the frame " " tab. In this case, here is assumed profile of reinforcement, number of profiles and concrete cover of reinforcement.
The combo list serves to specify the direction of pile verification (x, y); for a circular pile the program allows for displaying the results in the most stressed direction.
The "In detail" button opens the dialog window that contains detailed listing of the verification results.
The analysis results are displayed on the desktop. Visualization of results can be adjusted in the frame "".
Frame "Horizontal bearing capacity" - Elastic subsoil (p-y method)