concrete and axial force contribution in shear strength

[zthaer]

dear all;
regarding to the shear capacity criteria implemented in the software, i m observing that the automatic calculated values in "section characteristic" module are being used to check the overall shear strength even when activating the "include the concrete and axial force contribution" option in the same dialog.
so , if there is something wrong please tell me.
best;
Thaer;

[z.gronti]

Dear Thaer,

The program automatically calculates the capacity of the elements during the analysis, according to the expressions of EC8-Part 3, and checks it against the corresponding demand.