Using AISC Manual, please design an all bolted double angle connection

LRFD

ASTM A$992$ W$16$X$57$

Fy $=50$ksi Fu $=65$ksi

Wu $=0\mathrm{.}8212$kips$/$ft

DL $=351$pst $->0\mathrm{.}351$kip$/$ ft

LL $=250$ps $->0\mathrm{.}25$kip$/$ ft

Vu$($max$)=14\mathrm{.}371$kips

Vn $=211\mathrm{.}56$kips

Mu$($max$)=125\mathrm{.}7453$kip $-$ ft

Delfection$($max$)=0\mathrm{.}73$in

ASTM A$992$ W$16$X$45$

Wu $=0\mathrm{.}8068$kips$/$ft L $=28$ft

DL $=339$ psf

LL $=250$psf

Vu$($max$)=11\mathrm{.}2952$kips

Vn $=166\mathrm{.}635$k

Mu$($max$)=79\mathrm{.}0664$kip $-$ ft

Deflection$($max$)$ :$1\mathrm{.}17$in $$ L$/240=1\mathrm{.}4$in

ASTM A$992$ W$27$x$114$

Wu $=7\mathrm{.}239$kips$/$ ft

DL $=1833$psf

LL $=3150$psf

Vu$($max$)108\mathrm{.}585$kips

Mu $($max$)=814\mathrm{.}388$kip $-$ ft

Vn $=466\mathrm{.}83$kips

Deflection$($max$)=0\mathrm{.}7675$in