SAFE 2016 16.0.0|16.0.1|16.0.2 Enhancements
Elasto-Plastic Behavior
Option to model elasto-plastic behavior for point, line and area (soil) springs now available.
Area Springs
Precedence now given to area springs applied through area objects with null properties. This allows spring properties to be overwritten over portions of large slab areas by using areas with null properties.
Modulus of Rupture for Cracked Deflection
Modulus of rupture for cracked deflection calculations can now be overwriten separately for each concrete material property. Previously a single overwrite applied to all concrete materials.
Tendons
Tendon vertical profile form redesigned for easy input and editing as the data for all spans of the tendon are now visible and editable at the same time.