Stud and cantilever beams are not visible in the shear safety calculation of the column-beam junction. earthquake direction. When I look at 'As2 = 0 will be taken for cases where the beam penetrates the column only on one side and does not continue on the other side.' the formula says And=1.25 fyk(As1+As2)-Vkol needs to be calculated according to this formula, but it is not in my report, is there a place I missed?