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I wasn't sure where to post this, so I thought this was as good a place as any.  If I'm in the wrong location, please let me know and I'll take this somewhere else.  I have a coworker who I've become good friends with over the years and she is interviewing with one of our clients.  She has...

Hello EB.  I am undertaking the audacious goal of establishing a comprehensive body of knowledge (BOK) for my company.  We are a design build general contractor with a large number of experienced people retiring in the next three to five years and we need to document atleast some of that...

I am trying to do load analysis on an old bar joist.  I was able to find the joist tag on and the piece was fabricated by John W. Hancock Jr, Inc.  Does anyone have an old technical documents or load tables for that manufacturer, or have any idea who may?  I have a call into New Millennium who I...

Does anyone have any information on a Ceco Corp. bar joist? The tag designates the bar joist as a 24H8 40-5 AJ2 joist. Its a long shot but figured it would be worth asking.

I wanted to reach out for advice-I am doing preliminary design on a Silo foundation. Using the load combinations in ASCE 7-10, the governing load was generated by equation #7 (0.9D+1.0E). The result of that load is minor downward force and a very large overturn moment. However, equation 2...

Civil Construction Score posted on NCEES website. Passed :D No score given