(Solved): Question 6: Calculate the maximum allowable span for \( 19.1 \mathrm{~mm} \) Class I Plyform deckin ...

Question 6: Calculate the maximum allowable span for \( 19.1 \mathrm{~mm} \) Class I Plyform decking with face grain across supports carrying a design load of \( 7.2 \mathrm{kPa} \). Assume that the decking is continuous over three or more spans and limit deflection to \( 1 / 240 \) of span length. Refer to Table 6 to obtain necessary section properties of Class I Plyform. Answer: Modular spanning for Plyform decking \( -600 \mathrm{~mm} \)