Tag Archives: Multi-Storey
Why doesn’t MASS consider Type 6 Structural Irregularities?
With MASS Version 4.0 moving into Multi-Storey Shear Wall design, why doesn't the software check for something that seems squarely with...
Bonus Post: What happens when you treat a Multi-Storey Design as an Element when Increasing Factored in-Plane Shear ?
Does changing the analysis method effect the final results?
The process shown here is how MASS internally performs the analy...
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...