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For example,
K1, Ground Floor Shear Safety not providedBeam shear safety is not satistied
On beams:
Should V e ≤ 0.85 bd √ fck
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Vr breaking capacity and if the design remains smaller than the cutting shear 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 increased.
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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Symbols
Ac = Column and curtain shearwall cross section area
fck = characteristic cylinder compressive strength of concrete
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