There are shearwall groups that do not meet the capacity ratio.

Group curtain Capacity Design Ratios are given in curtain reinforced concrete.

This message is given for group curtains with Capacity Ratio> 1. The curtain group capacity ratio should be <1.

Possible solutions:

• The thickness of the curtains or the length in the plan can be increased to the curtain group.

• Curtain head area reinforcements can be increased.

After the procedures, the analysis should be repeated.

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Strip Footings

Related Topics

• Maximum Pursmail Exceeded Shearwall.

• Axial Capacity Insufficient in Shearwall

• Shearwall shear safety not provided

• 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.