Beam Shear Safety

[vforvendett4]

Hello, I have beams that receive a serious shear force, although I have tried factors such as concrete class and stirrup diameter for beam shear safety. Is there a problem with the modeling or should I change the carrier system? I can't make any progress because of the cantilever beams.

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[Levent Özpak]

Hello, Please make a solution according to the semi-rigid diaphragm method. Beam shear safety issues are resolved. Good work

 

[vforvendett4]

Unfortunately, the municipality does not accept the semi-rigid solution. Could you suggest an alternative solution?

 

[Levent Özpak]

Due to the different nodal points of the beams connected to the cantilever beams in the other direction, the shear forces reach high values at the end points of the cantilever beams. You can enter data so that the nodal points of the beam are the same and edit the beam misalignment.