Tag Archives: moderately ductile
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...
Failed the Ductility Verification? How to Pick a Higher εmu, the Maximum Compressive Strain
The addition of boundary elements to MASS Version 4 (as well as CSA S304-14) means that failing a ductility verification is not the end...
Why ISN’T the Factored Shear Force Scaled up for a Seismic Design?
While you might not have expected it, MASS has it's reasons for leaving your factored shear alone - even with earthquake loads applied
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