Just as an FYI most of the tables in the codes which give maximum spans and allowable loads etc. work off of a MC of less than 19%...if you have more than 19% MC you need to take reductions in allowable loads and maximum spans.
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Just as an FYI most of the tables in the codes which give maximum spans and allowable loads etc. work off of a MC of less than 19%...if you have more than 19% MC you need to take reductions in allowable loads and maximum spans.
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