LVLs: Use LP SolidSmart LVL $2900$Fb $2\mathrm{.}0$E material. MC$<16\%,$ T$<130\backslash$deg F$.$

a$.$ Determine the adjusted shear stress capacity, F$$v$,$ for a $312$ x $912$ LVL under snow load

conditions.

b$.$ Evaluate the short$-$term deflection of a $112$ x $912$ LVL under a live load of $53\mathrm{.}3$ plf

$($which is $40$ psf at $16$ in$.$ spacing$).$ L $=12$ ft$.$ Compare to our floor joist example in

Lesson $6\mathrm{.}1,$ which floor system is stiffer?

c$.$ Select the lightest LVL for a $15-6$ simple span $($c$-$c bearing$),$ supporting a $32-0$

span carrying a $30$ psf roof snow load and $15$ psf dead load.LVLs: Use LP SolidSmart LVL $2900$Fb $2\mathrm{.}0$E material. MC$<16\%,$ T$<130\backslash$deg F$.$

a$.$ Determine the adjusted shear stress capacity, F$$v$,$ for a $312$ x $912$ LVL under snow load

conditions.

b$.$ Evaluate the short$-$term deflection of a $112$ x $912$ LVL under a live load of $53\mathrm{.}3$ plf

$($which is $40$ psf at $16$ in$.$ spacing$).$ L $=12$ ft$.$ Compare to our floor joist example in

Lesson $6\mathrm{.}1,$ which floor system is stiffer?

c$.$ Select the lightest LVL for a $15-6$ simple span $($c$-$c bearing$),$ supporting a $32-0$

span carrying a $30$ psf roof snow load and $15$ psf dead load.LVLs: Use LP SolidSmart LVL $2900$Fb $2\mathrm{.}0$E material. MC$<16\%,$ T$<130\backslash$deg F$.$

a$.$ Determine the adjusted shear stress capacity, F$$v$,$ for a $312$ x $912$ LVL under snow load

conditions.

b$.$ Evaluate the short$-$term deflection of a $112$ x $912$ LVL under a live load of $53\mathrm{.}3$ plf

$($which is $40$ psf at $16$ in$.$ spacing$).$ L $=12$ ft$.$ Compare to our floor joist example in

Lesson $6\mathrm{.}1,$ which floor system is stiffer?

c$.$ Select the lightest LVL for a $15-6$ simple span $($c$-$c bearing$),$ supporting a $32-0$

span carrying a $30$ psf roof snow load and $15$ psf dead load.