Laserfiche WebLink
V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 � <br /> 201$IBC Baker View-by 12x6(future) <br /> ACI 6.7.1 2nd Order Analysis Opening Design <br /> Trib ft 13.30 <br /> Jamb ft 4.8 Check Units <br /> 'f---- V 42.0 f'c= 4.5 ksi <br /> ._._. _ _._._. _.38.o Fy= 60 ksi Wall Pilaster <br /> ..� ...-..�._ _ .T. .- ...... <br /> -L--- :l 32.0 i t(in}= 3.25 t(in)= 9.3 <br /> width height(ft) _-_----- -- Reba r Size= S Width(in)= 57.0 <br /> 17.00 6.00 f width x height(ft) Spacing(in)= 11 Recess(in)= : 0.0 <br /> 0.00 0.00 Center/EF= Ea Face Rebar Size= 6-.0. <br /> Number= fi <br /> sill(ft) Reveal= 0.00 Center/EF= Ea Face <br /> sill ft. 0.0 cover OS(in)= 1.25 <br /> 3.0 d inward= 6.938 7.625 <br /> cover IS(in)= <br /> 0.0 d outward= 7.688 fi.875 <br /> DL RI1 FLL SL WL Eccin** Elevft <br /> Point load P*Ibs= 0 0 0 0 0 <br /> see Wall Setup tab for typical wall loads w/o pt loads <br /> * from inside face of wall(pos in) <br /> TOADS wall(psfi Opng(psf) <br /> $ef5iT1lC SDS= 1.00 Fp=.4*SDS`le`w 0.4x�:' 44.70833 4 <br /> €e*= 1.00 Fp=0.10"w(min) 0,1wW <br /> 1.5 FP=1.2'5DS*le*W(parapet' 1.2*VJ 434.1 <br /> Wind Speed mph Discontinuity(y/rt) Yes <br /> i-.._...�__ <br /> lw= I 1 _i Encolsed/open Enclosed 1 <br /> Exp(B,C,D) B Topo Factor= i <br /> Mean Roof Ht= �38.00 Area= 481 <br /> 'Nall(psf USD) Parapet(psf USO) <br /> Inward 20.5 Inward 59.8 <br /> Outward 22.9 Outward 3s.0 <br /> Wall Vertical--ASD WL&EQ are LRFD**pos down Total lforiz(plf LRFD) <br /> Trib(ft) DL RLL FLL SL*** WL Ecc(in)" Elev WL EQ 1) <br /> Added wall Wt(psf) ,01 ll EQ1oad wilt be mule by seis <br /> t Opening Weigh 10 _i coef for wall <br /> Ledger Roof(psf) 29.E 15 0 I p 25 0 I 3 38.00 j <br /> - <br /> Ledger Mezz(psf) s 0 0 0 0 0 Q fl 0 <br /> Concentric(plf) 0 i 0 _ p _._. 0 _ 0 _ <br /> Canopy(psf) 0 0 0 0 0 0 <br /> *Measured from inside face of wall Pos is inward <br /> * Right pos,down pos fl= 0,5 <br /> r3c i Saw toothed roof or similar? f2_ 0.2 <br /> Slender Concrete Wall <br /> 3/18/2022 11.16 AM <br />