D. Matthew Stuart, PE, SE, P.Eng., Partner Engineering and Science, Inc.

In April 2023, D. Matthew Stuart, PE, SE, PEng., F.ASCE, F.SEI, A.NAFE, from Partner Engineering and Science, Inc., presented Adaptive Reuse of the Historic Witherspoon Building. Matthew nominated the United Methodist Committee on Relief (UMCOR) (UMCOR – Global Ministries (umcmission.org)) for the SEU Speaker Inspires donation of the month.

According to it’s mission statement, UMCOR is the humanitarian relief and development arm of The United Methodist Church and it assists churches to become involved globally in direct ministry to persons in need. UMCOR comes alongside those who suffer from natural or human-caused disasters – famine, hurricane, war, flood, fire or other events—to alleviate suffering and serve as a source of help and hope for the vulnerable. UMCOR provides relief, response and long-term recovery grants when events overwhelm a community’s ability to recover on their own. UMCOR also provides technical support and training for partners to address emerging and ongoing issues related to disaster relief, recovery, and long-term health and development.

Thank you, Matthew, for helping structural engineers with your SE University session, and for your designation of the United Methodist Committee on Relief as our SEU Speaker Inspires Organization of the Month!

SE University began the SEU Speaker Inspires program in 2015 as a way to “pay it forward”, enabling our speakers to designate a charity/organization of their choice for SE University to make a donation to help improve our world.

Intermediate Moment Frame systems and Special Moment Frame systems have stringent connection detailing specifications and limits.  Selecting the best prequalified connection for your system can be confusing given the many stipulations and options available.

In the March 2023 SEU session, Matt Mester, PE, SE, from MiTek, Inc., presented Steel Moment Frames: Design Principles & AISC 341/358 Provisions.  Matt identified the four types of moment frames allowed by the building code, and how to choose a system based on the seismic criteria.  He then reviewed the design provisions contained in AISC 341 for SMF, IMF, and OMF systems.  Matt also reviewed the AISC 358 connection types and why you would choose one for your project.

Matt included some very useful slides in his presentation which summarize the limitations for the prequalified connection contained in AISC 358.  The limitations include span/depth ratios, beam and column depth and weight limits, as well as flange thickness limits as shown in the slides below:

These useful charts are a great quick reference when you need to identify which prequalified connection might work best given certain beam and column sizes on your next project.  Click on the slide to print a PDF copy to keep on hand when you start detailing your next IMF or SMF project.