In the frame "Dimensioning", the program computes the internal forces on the shaft for the, already defined in the frame " ". Two types of analysis can be performed:
- internal forces in vertical direction
- internal forces on walers or in specified depth (for shafts without walers)
The analysis is performed for the selected load or the envelopes of internal forces computed for all specified loads (load cases).
can be carried out for a single task. Maximum values of internal forces are displayed in the output window. The "In detail" button opens a dialog window that contains detailed listing of dimensioning results.
, the program allows to select specific section (considering local surcharge is input, so more sections are available) or compute envelope of internal forces for all sections.
Frame "Dimensioning" - vertical direction
(Internal forces on the waler or in input depth), the modulus of subsoil reaction has to be inputed for the soil in a specified depth.
The program shows the load, bending moment and shear force - the rendering form is defined in the part "Visualization". The "Maximum values" button hides all values except the maximum values.
Part of the picture is marked with a bold line - this the the part of the shaft, that deforms into soil. In this part, the subsoil springs are considered in the analysis by polygonal method.
Visualization of results can be adjusted in the frame "".
Frame "Dimensioning" - waler