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| Stick building with 22' sidewalls. 2X6 stud walls bolted to flat concrete floor. Approx 60 X 100 enclosed on both ends with one end closed off= cross wall aout 20' from one end. Factory trusses. Otherwise clear span shell with no other bracing.
I'm thinking at that height the side stress could be tremendous. Are there guidlines for building codes or such. This project involves some community contributions so my and others interest. Don't want to rock the boat on volunteer type deals but don't want a disappointment down the road either. | |
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Should I be concerned---Building engineering question?
