Additional enhancements have been introduced to the concrete design modules according to the ACI 318 standard.
- Corrected the required reinforcement design procedure for members where the torsional moment should be neglected to a certain value according to the 10.5.4.1 condition in the ACI 318-19 code.
- Corrected the buckling analysis for non-sway columns for the ACI318-19 code.
- Corrected a cross-section selection for column verification in the ACI318-14 and ACI318-19 codes.
- Implemented a condition for min delta, according to the 6.6.4.5.2 condition in the ACI318-14 and ACI318-19 codes for columns.