and $\{$:f$\_($y$)=400$MPa.$)$

Part C $($Do question C$1)$

C$1.$ A $130\backslash$times $228$mm $20$f$-$Ex Spruce$-$Pine glulam column is loaded as follows: use Canadian codes

Specified axial load $=10$kN dead load $+35$ kN live load; concentrated wind load of $10$

kN applied at mid$-$height. The column is $5$ m high and it is restrained in the weak

direction. Calculate P$\_($f$),$P$\_($r$),$M$\_($f$)$ and M$\_($r$)$ for one load case, namely: dead plus live plus wind

loads.