Part $(1)[10$ points$]$ Load Combinations $($Use the latest NDS Load Combinations$)$

$($a$)$ Determine the controlling load combination and time effect factor

$W_u=,ki\frac{p}{f}t$

$P_{u2}=,$kip

$=,$

Part $(2)[15$ points$]$ Shear and Moment Diagrams

$($a$)$ Determine the reactions at supports A and $B$

$R_A=,$kip

$R_B=,$kip

$($b$)$ Draw the shear and moment diagrams $($see provided template in next page$)$

$($c$)$ Determine the maximum factored shear and the location associated with the

maximum shear

$V_u$max$=$

kip, at

ft$.($from the left end of the beam$)$

$($d$)$ Determine the maximum factored positive and negative moments and the

locations associated with these maximum moments

$M_u+$max$=,ft*kip,atft.(from$ the left end $of$ the beam$)$

$M_n-$max$=,f{t}^{*}$ kip, $atft.(from$ the left end $of$ the beam$)$ Part $(3)[10$ points$]$ Determine the reference design values for:

Specify the Table used $[$Table $]$

$($a$)x-x$ axis bending stress for positive moment $=,$

$($b$)$ X$-$X axis bending stress for negative moment $=,$

$($c$)$ X$-$X axis shear stress $=,$

$($d$)x-x$ axis compression perpendicular to grain for tension face $=,$

$($e$)x-x$ axis compression perpendicular to grain for compression face $=,$

$($f$)$ elastic modulus for $x-x$ axis bending $=,$ksi

$($g$)$ "min" elastic modulus for $x-x$ axis bending $=$

ksi

$($h$)$ elastic modulus for $Y-Y$ axis bending $=,$ksi

$($i$)$ "min" elastic modulus for Y$-$Y axis bending $=$ ksi Part $(4)[40$ points$]$ Check the adequacy of the beam to carry the load based on flexural

$($bending$)$ and shear requirements.

$($a$)$ Compute the adjusted nominal moment capacity for maximum positive moment

L $($for $C_V$ calculation$)=ft$

$C_V=,x($exponent coefficient for $C_V$ eqn.$)=$

$L_L($unbraced length$)=,t,\frac{L_v}{d}=$

for $C_L$ calculation Please answer the following question and all parts, step$-$by$-$step.