A $130228$ mm $20$f$-$Ex Spruce$-$Pine glulam column is loaded as follows:

Specified axial load $=25kN$ dead load $+40kN$ live load; concentrated wind load of $20kN$ applied at mid$-$height. The column is $3\mathrm{.}2m$ high and it one load case only, namely: dead plus live plus wind loads $($all unfactored loads$).$ Other conditions are listed below:

$($a$)$ Wet service conditions;

$($b$)$ standard load duration;

$($c$)$ The material is not chemically treated.

$[$Assume any other data that may be required.$]$