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Use longitudinal rebar with a diameter of 14 mm or higher in shearwall end azone where error messages are given.
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Related Topics
Maximum Pursmail in Colon Exceeded Shearwall.
Axial Capacity Insufficient Reinforcement in Column
Circular column diameter cannot be smaller than 350 mmShearwall
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.