This message is created at the beginning of the report by giving the name of the element and its solidstory.
For example,
S8, Ground Floor Shear Security not providedColumn shear safety is not satistied
On the columns:
And it should be 0.85 Aw √ fck.
...
And ≤ must be 0.22 fcd bw d (TS 500)
The cut-off insecurity is based Column shear safety depens on two conditions.
Vr breaking capacity and if the design remains smaller than the cutting shear force. (And must be Ve <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 story 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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Icons
Ac = Column and curtain shearwall cross section area
fck = characteristic cylinder compressive strength of concrete
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