Tag Archives: Version 4.0
Bug Notification: Drift Values instead of Elastic Deflections used for Inelastic Rotational Demand
The current MASS approach in Version 4.0 means that linear elastic deflections are over-corrected in a way that largely overestimates d...
Version 4.0 Feature Spotlight: Ductility Verification
Moderately Ductile and Ductile shear walls can now be designed within MASS to satisfy the ductility verification (required by CSA S304-...
MASS Version 4.0 is now available – adds multi-storey design and more earthquake design options
Version 4.0 adds to the scope of what MASS is capable of handling
It's real, and it's spectacular! We are very excited to anno...
MASS Version 4.0 Release Notification
Version 4.0 adds to the scope of what MASS is capable of handling
It's real, and it's spectacular! We are very excited to anno...
Version 4.0 Feature Spotlight: Online Activation Restored!
Oh yes we did! The title speaks for itself and engineers (or their I.T. professionals) everywhere rejoice
Due to some behind the scene...
How MASS Aligns Vertical Bars in a Multi-Storey Shear Wall
The method used by MASS to get bars to align is fairly complicated but gets the job done.
One early point of feedback in the...