Messages in column controls and possible solutions are listed under this heading.
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Axial Capacity Insufficient in Column -
Maximum Pursmail in Colon Exceeded. -
Insufficient Reinforcement in Column -
Transverse reinforcement spacing error -
Column shear safety is not satistied -
Circular column diameter cannot be smaller than 350 mm. -
The smallest dimension of the columns cannot be smaller than 300 mm. -
Column longitudinal rebar diameter cannot be less than Ø14. -
Circular column longitudinal rebar count cannot be less than 6. -
αi < 0.70 -
Column capacity ratio > 1 -
Steel column PMM ratio not satisfied. -
Steel column shear strength not satisfied. -
Strong column/weak beam criteria is not fulfilled -
Steel column section dimensions do not conform to Width-to-Thickness Ratios.
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