Latest Software Blog Posts
Full Multi-Storey Design Process Diagram for the high achievers out there
Nerd Alert: This isn’t need to know information but may be useful for someone out there who is digging into the MASS Multi-Storey Shear Wall Design Process
There is a full article available which outlines the design process used to coordinate the design of several individual shear wall elements within one design module. To view that page, click here for the full, detailed explanation.
As a bit of background, the full process was originally developed internally for MASS development using basic pseudo-code and more detailed flowcharts than what is shown in the figure below:
(Click here or on figure above to view in original resolution)
The figure in this article is a simplified version to explain the various looping possibilities and recursive nature of designing a multi-storey shear wall. It fills in some of the blanks regarding when earlier stages such as Capacity Design and Group Equalization are returned to after other changes have been made.
The version used in the main Design Strategy Explanation is meant to be more easily digestible and an accessible way to convey the different design considerations that MASS can use to design a multi-storey shear wall.
Each step can be expanded on further from the full explanation.
If you are working on a design and wondering why you are seeing the results that MASS is generating, as with any technical or software related question, please do not hesitate to contact MASS technical support (provided by NMDP’s authorized technical service provider, Canada Masonry Design Centre)
Related Posts
Bug Notification: Seismic reinforcement spacings applied to all shear walls resisting an earthquake load
- Posted by Brad Crumb
- 0 comments
Notification: Seismic Shear Forces Amplification Change for Elements Above Critical Section
- Posted by Brad Crumb
- 0 comments
Bug Notification: Non-Seismic Lateral Companion Loads Amplified for Seismic Effects
- Posted by Brad Crumb
- 0 comments
Why is the Factored Shear Force Scaled Up for Seismic Considerations on a Shear Wall Design?
- Posted by Brad Crumb
- 1 comment
Slab Assumptions in Multi-Storey Shear Wall Design
- Posted by Brad Crumb
- 1 comment
Updated Pricing Announced for all MASS Licenses
- Posted by Brad Crumb
What is the Difference Between Fixed and Cantilever Pier Designations in a Shearline?
- Posted by Brad Crumb
How to model individual storeys of a multi-storey shear wall within MASS
- Posted by Brad Crumb
What is the Difference Between Height and Total Height when Designing a Shear Wall in MASS?
- Posted by Brad Crumb
What is MASS Version 2.2.1? (and why you should install it)
- Posted by Brad Crumb
Why does MASS use unreinforced analysis for a design with reinforcement?
- Posted by Brad Crumb
Bars spaced at 200mm? Consider fully grouting your walls
- Posted by Brad Crumb
- 0 comments