column beam junction area stud and cantilever beams.

S

semih.cif

New Member
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?
 
Hi, If the cantilever and simple beams are not visible in the Joint safety control, the "Consider cantilever and simple beams in column beam shear safety control" option is unchecked in the Analysis Settings/TDY Options Tab.
 
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