Shearwalls

Messages at shearwall controls and possible solutions are listed under this heading.

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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Insufficient Reinforcement in Shearwall

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