Messages at shearwall controls and possible solutions are listed under this heading.
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Insufficient Reinforcement in Shearwall -
Maximum Pursmail Exceeded Shearwall. -
Axial Capacity Insufficient in Shearwall -
Shearwall shear safety is not satistied -
Columns with a dimension ratio greater than 6 should be modeled as walls. -
Shearwall thickness cannot be less than 1/20 of the floor height. -
Shearwall thickness cannot be less than 1/16 of the floor height. -
The shearwall thickness cannot be less than 200 mm. -
The shearwall thickness cannot be less than 250 mm. -
TBDY 7.6.6.2 there are shearwalls that do not meet the strong shearwall requirements -
The shearwall thickness cannot be less than 1/30 of the shearwall length. -
The upper floor shearwall is thicker than the lower floor shearwall -
TBDY 7.11.5 in connection of elements with shearwall. conditions were not met. -
The ratio of the thickness and length in the plan of shearwalls should be at least 6 -
In the shearwall group, the size ratio must meet (1/6) condition -
There are shearwall groups that do not meet the capacity ratio. -
Longitudinal rebar less than Ø14 cannot be used in shearwall head reinforcement area. -
Shearwall capacity ratio > 1 -
Polygon shearwall capacity ratio > 1 -
Shearwalls with coupling beam is not found -
Friction Shear Failure
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