I have a job where cold-formed steel girts were used. The girts are a
channel shape 3"x3" x0.074. The web and flanges are curved rather than
flat, approximately 5/16" out of flat from one corner to the other. My
customer is claiming that the wall cladding cannot be properly installed
and I agree with him. I checked the North American Specification for
Cold Rolled Steel 2001 but it does not contain any information on
tolerances. Does anybody out there have any information on acceptable
tolerances? TIA
Gary
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