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  • Users: DetroitJon
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  1. DetroitJon

    Strip footing with point loads

    I'm working on a strip footing for a small commercial building. Soils are medium-dense sand with a bearing capacity of 2,500 psf for strip footings and a max strip footing width of 2'. The building footprint is 28' wide and while I can extend the footing on one side about two or three feet, the...
  2. DetroitJon

    Analysis of sloped, irregular, wooden diaphragms

    Long time reader, first time post. Nice to join you all! I'm looking at a rehab of a 110 y.o. social hall. The main room is 60 feet wide and covered with a sloped (6.8/12) roof. The structure is new to me. Massive steel trusses cross the 60' span every 16 feet (they're very rigid). Doubled...

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