Question: Calculate the maximum allowable span for 3/4-in. (19-mm) Class I Plyform decking with face grain across supports carrying a design load of 150 lb/sq ft

Calculate the maximum allowable span for 3/4-in.

(19-mm) Class I Plyform decking with face grain across supports carrying a design load of 150 lb/sq ft (7.2 kPa).

Assume that the decking is continuous over three or more spans and limit deflection to 1/240 of span length.

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