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DRP
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# Posted: 16 Dec 2025 03:20pm
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If you are within range at the time these are always excellent classes; https://cpe.vt.edu/woodcon/courses.html
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DRP
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# Posted: 16 Dec 2025 03:24pm
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More from today's mail, some neat design ideas; https://www.thinkwood.com/blog/the-epitome-of-cozy-7-wood-forward-cabins-elevating-th e-traditional-rustic-getaway
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DRP
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# Posted: 29 Dec 2025 05:28pm
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a Post Frame Diaphragm Design webinar; https://associationdatabase.com/aws/NFBA/ebulletin/view_mail/281505/2223844?
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DRP
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# Posted: 19 Jan 2026 03:58pm
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Hit the online university tab on the NFBA website for details.
Tuesday, January 20th, 2026 2:00 pm CST / 3:00 pm EST Simplified Method for Shallow Post and Pier Foundation Design Details Learning Objectives:
Design shallow post/pier foundations to resist bearing and uplift loads Determine when the Simplified method may be used for shallow post/pier foundation design Determine ground line shear and moment in shallow post/pier foundation systems using the simplified method Determine design embedment depths for shallow post/pier foundation systems using the simplified design method
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gcrank1
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# Posted: 19 Jan 2026 04:11pm
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Im glad you are here to be one of our knowledgeable resources because just reading that made my head hurt 
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DRP
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# Posted: 19 Jan 2026 05:16pm
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Oh I prefer the easy way 
I posted a link to the video about this a week or two ago. This is how to design this type of foundation "according to accepted engineering practice" to use the phrase.
I followed the link in the video to the page for the Design Aid here; https://www.nfba.org/aws/NFBA/pt/sp/tech-resources
I made entries into the software till I got over my head... The above popped into my email this afternoon, it looks like the answers to those questions. I'll be trimming windows when the presentation happens tomorrow but I see the powerpoint and pdf are already posted. Hopefully I'm leaving breadcrumbs for those who would like to do this without just guessing.
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jsahara24
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# Posted: 19 Jan 2026 08:06pm
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Quoting: DRP Hopefully I'm leaving breadcrumbs for those who would like to do this without just guessing.
You definitely are..Thx
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