For LRFD California design code, the Analysis/Design Parameters (LRFD California) screen will appear. Note that the Cap top/bottom concrete cover has changed to 2.5 in.

At the Dynamic Load Allowance Factor, Lane Factor has changed into Permit with the following values: for Cap and Column is 0.25 and for Footing is 0.

The classification of the sections into T/I/C depends on the new Strain t values: 0.002 and 0.005. In case of Shear and Torsion Calculations the Beta, Tetha method has been introduced as a new option.