$3.$ With the stud size given above $(3$ x $6$ Douglas Fir$-$South No$.1$ stud$),$ determine the maximum span between wales $($wale spacing$)$ based on bending, shear, and deflection. $($Remember to calculate for new load to used in this calculation$)10$ points

a$.$ Allowable stresses for a $3$ x $6$ Douglas Fir$-$South No$.1$ stud are:i$.$ Fb $=925$ psiii. Fv $=180$ andiii. E $=1,300,000$

$4.$ Using a $4$ x $8$ Douglas Fir$-$Larch No$.1$ wales, determine the maximum span between ties that comply with bending, shear and deflection $(10$ points$).$a$.$ For a $4$ x $8$ Douglas Fir$-$Latch allowable stresses are:i$.$ Fb $=900$ psiii. Fv $=180$ andiii. E $=1,600,000$ psi$5.$ Determine the tie capacity $(5$ points$).$