cti.Ģ0200514 - Version 1.4.1.0 - Implemented one license for all versions of ETABSĢ0200303 - Version 1.4.0.0 - Migration of license serviceĢ0200217 - Version 1.3.0.0 - Compatibility with spColumn version 6.0 has been implemented.Ģ0191209 - Version 1.2.0.0 - Option to add eccentricity was implemented. Support for ACI 318-19 and CSA A23.3-19 has been added (applies only for spColumn 7.0). Additional eccentricity has been removed. Added features: (1) English units for ACI code, (2) Moment magnification according to ACI 318-19, (3) Column shear design according to ACI 318-19 and CSA A23.3-19, (4) Column batch design, (5) Printing of design calculations, (6) Shear wall design, (7) Batch shear wall design, (7) License is now transferrableĢ0200527 - Version 2.0.0.0 - spColumn output are now displayed within the plugin. We design the moment frames using PCA Slab. We design the piers of the shears walls for flexure and axial loads using PCA Column. Once we are able to limit the drift, we can output the forces from ETABS into a spreadsheet for design. Internet connection is required only during activation and deactivation of license keys.Ģ0200812 - Version 3.0.0.0 - Major update. Generally, we just use ETABS for the analysis of concrete shear walls and concrete moment frames. We can either use the Reinforcement to be Checked and Reinforcement to be Designed option. Requires ETABS 8/19 and spColumn v6.0 & above. There are two options to design the columns in ETABS.
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