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The cut-off insecurity is based on two conditions.
Vr breaking capacity and if the design remains smaller than the cutting force. (And must be <Vr)
And if the design exceeds the Vmax, which must be controlled from the shear force as per regulation
Possible Solutions:
For cases 1 and 2, the cross section dimensions of the named and solid element can be enlarged.
For case 2, it can increase the transverse (for stirrup selection) reinforcement diameters that can be used for the relevant element in the Reinforcement Selection dialog.
Concrete and reinforcement class can be increased for the 1st and 2nd case.
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Ve = Design shear force calculated under the effect of an earthquake with increased vertical loads
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