12 Jan Announcements, Software Tips Version 4.0 Feature Spotlight: Ductility Verification Posted by Brad Crumb January 11, 2021 0 Moderately Ductile and Ductile shear walls can now be designed within MASS to satisfy the ductility verification (required by CSA S304-... Continue reading
11 Jan Announcements, Software Tips Version 4.0 Feature Spotlight: Simplified National Building Code Seismic Design Posted by Brad Crumb February 9, 2021 0 Added to the 2015 National Building Code of Canada is a new design pathway that can be used for areas with very low seismic hazard leve... Continue reading
11 Nov Bug Notification, Technical Bug Notification: Out-of-Plane Shear Resistance checked only at location of maximum shear Posted by Brad Crumb January 13, 2021 1 While not always calculated at the critical location of a wall, out-of-plane walls are typically governed by flexure. In cas... Continue reading
11 Nov Bug Notification, Troubleshooting Known Bugs in MASS Posted by Brad Crumb April 6, 2021 Bugs are found from time to time and in our effort to be trustworthy and transparent, they are posted here as well as appearing on the ... Continue reading
27 Jul News, Software MASS Version 4.0 is now available – adds multi-storey design and more earthquake design options Posted by Brad Crumb July 27, 2020 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... Continue reading
27 Jul Announcements MASS Version 4.0 Release Notification Posted by Brad Crumb July 28, 2020 1 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... Continue reading
05 Jun Software Tips Version 4.0 Feature Spotlight: Online Activation Restored! Posted by Brad Crumb June 5, 2020 0 Oh yes we did! The title speaks for itself and engineers (or their I.T. professionals) everywhere rejoice Due to some behind the scene... Continue reading
25 May Technical Why doesn’t MASS consider Type 6 Structural Irregularities? Posted by Brad Crumb August 13, 2020 1 With MASS Version 4.0 moving into Multi-Storey Shear Wall design, why doesn't the software check for something that seems squarely with... Continue reading
20 May Technical Failed the Ductility Verification? How to Pick a Higher εmu, the Maximum Compressive Strain Posted by Brad Crumb July 27, 2020 1 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... Continue reading
13 Apr Technical Why are different envelope curves plotted for the same Group? Posted by Brad Crumb May 12, 2020 0 For the most part, there is one envelope curve shared between storeys with the same cross section... with one exception! We ... Continue reading
13 Apr Technical Why ISN’T the Factored Shear Force Scaled up for a Seismic Design? Posted by Brad Crumb May 12, 2020 0 While you might not have expected it, MASS has it's reasons for leaving your factored shear alone - even with earthquake loads applied ... Continue reading
07 Apr Technical Why is masonry shear resistance reduced for seismic effects in a shear wall design? Posted by Brad Crumb May 12, 2020 0 When Shear Resistance is Reduced, Have No Fear! Seeing the masonry component of a shear wall's shear resistance is a part of everyday ... Continue reading
01 Apr Technical Bonus Post: What happens when you treat a Multi-Storey Design as an Element when Increasing Factored in-Plane Shear ? Posted by Brad Crumb May 12, 2020 0 Does changing the analysis method effect the final results? The process shown here is how MASS internally performs the analy... Continue reading
01 Apr Technical Checking Vf,seismic for a Shear Wall Element Posted by Brad Crumb May 12, 2020 0 Taking seismic effects into account in MASS can be confusing. Seeing factored shear forces scaled up by over 100% in some cases may see... Continue reading
01 Apr Technical Why is the Factored Shear Force Scaled Up for Seismic Considerations on a Shear Wall Design? Posted by Brad Crumb April 23, 2021 1 Explaining these clauses and how they are applied Questions about the seismic effects on shear resistance? Click here for a ... Continue reading
01 Apr Technical Checking Vf,seismic for a Multi-Storey Shear Wall Posted by Brad Crumb May 12, 2020 0 Taking seismic effects into account in MASS can be confusing. Seeing factored shear forces scaled up by over 100% in some cases may see... Continue reading
30 Mar Bug Notification, Software, Technical MASS Bug Notification: Maximum Allowable Axial Load Overestimated for some Shear Walls with Fully Grouted Flanges Posted by Brad Crumb February 8, 2021 Understanding the issue, when it can come up, and what can be done to account for it When software bugs are found, notifications are p... Continue reading
09 Jan Technical Slab Assumptions in Multi-Storey Shear Wall Design Posted by Brad Crumb January 9, 2020 1 MASS does not design floor slab systems but allows for them to be modeled within Multi-Storey Shear Walls for the software to design th... Continue reading
06 Jan Software Tips, Technical Protip: Use the Multi-Storey Shear Wall Module to Design… Single Storey Shear Walls? Posted by Brad Crumb January 8, 2020 2 Yes, you did read that right! The Multi-Storey module can be used to break a single storey design into multiple shear wall elements. &... Continue reading