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Home > Forums > Structural Engineers > Activities > Structural engineering other technical topics Forum
I have been asked to design a a concrete foundation and structute for a sign (piles and Pile Casp ?) Sign 8 to 10 ft wide 30 ft high. Not having done this before looking for source of information or other help . I would expect a geotech test would be a priority. The sign supports would be 2 30 ft WF's 10 ft apart with solid signage between.
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