QUESTION $4$

A $105$ mm deep $3-$ply CLT floor is supported in bearing by a glulam column. An adjacent $175\backslash (\backslash$mathrm$\{$mm$\}\backslash$times $380\backslash$mathrm$\{$~mm$\}\backslash )$ glulam joist is also supported in bearing by a larger $\backslash (265\backslash$mathrm$\{$~mm$\}\backslash$times $798\backslash$mathrm$\{$~mm$\}\backslash )$ glulam beam. During the construction of this assembly, the wood moisture content was observed to be $\backslash (5\backslash \%\backslash ).$ Later during a rainy period, the moisture content was $\backslash (60\backslash \%\backslash ).$ Assuming a fibre saturation point of $\backslash (28\backslash \%\backslash )$ for all members, calculate the remaining clearance between the CLT and the upper column, and the glulam joist and the CLT floor. Assume the columns are detailed to prevent shrinkage$/$swelling and that the CLT is able to uplift. Do you have any concerns about the swelling of this assembly?

Note: Use the Dimensional Change equation provided in the manual and consider changes in all three primary directions. $($following the same solution we did in the class example$).$