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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 E <br /> � i <br /> 2018 IBC j Baker View-lamb by 3.3x7 <br /> ACI 6.7.1 2nd Order Analysis Opening Design <br /> o fib ft. 2.40 <br /> Jamb ft 0.8 <br /> ®--. -�' 40.5 f't= 4.5 ksi <br /> I 38.3 Fy= 60 ksi Wall <br /> -. -.-._._._._._._._._.T._._._ ... Pilaster <br /> p <br /> F 32.0 t(in)= 8.50 t(in)= 8.5 <br /> width X height(ft) f f --'~----- Reba Size= 5 Width(in)= 9.0 <br /> 3.30 7.00 ; width X height(ft) Spacing_ A 8(in)= 12 Recess(in) 0.0 <br /> 0.00 I 0,00 j Center/EF= Ea Fate Rebar Size= 5 <br /> Number= <br /> sill(ft) Reveal= 0.00 Center/EF= Ea Face <br /> sill ft._ 0.0 cover OS(.n) <br /> d inward= 6.688 6.9375 <br /> cover IS(in)= 1.5 <br /> 0.0 d outward= 6.938 6.6975 <br /> DL RII FLL SL WL Eccin*'* Elevft <br /> Point toad P*ibs= 0 0 0 ( p <br /> see Wall Setup tab for typical wall loads w10 pt loads <br /> "from inside face of wall(pos in) <br /> LOADS _ Wall(psf) Opng(psf) <br /> Seismic SDS= 1.00 Fp=.4*SDS*le*W 0.4'W 41.08333 4 <br /> le*=i L00 Fp=0.10'W(min) 0.1*w <br /> LO,L25.1.5 Fp=1.2"SDS*le*W(parapet) 1.21W 123.3� <br /> Wind Speed mph= 110 t Discontinuity(y/n) _-Yes <br /> tw= 1 1 Encolsed/open Enclosed <br /> Exp(B,C,D) TOpo Factor= <br /> -�-J Mean Roof Ftt= ^- 38.30 Area= 489 <br /> Wall(psf USD) Parapet(psf USD) <br /> Inward 20.5 Inward 1 59.2 <br /> Outward Outward 35.0 <br /> Wall vertical-ASD WL&EQ are LRFD**pos down Total Horiz(plf LRFD) <br /> Trib(ft) DL RLL FLL 5L*** WL Ecc(in)'* Elev WL EQ 1) <br /> Added wall Wt(psf) 0 �; 1)EQ load will be mutt by seis <br /> Opening Weight _ 10 coef for wall <br /> Ledger Roof(psf)j T29.6 i 15 0 ! o 2s 0 3 8-30 <br /> Ledger Merz(psf) i0�__-0. I ._ 0 ( 0 10-.-i- 0 0 o o <br /> Concentric(p!f) ( 0 11 0 � 0 0 0 l <br /> Canopy(psf) 0 0 0 0 0 0 <br /> "Measured from inside face of wall Pos is inward <br /> _ *"Right pos,down pos f1= 0.5 <br /> 3 Saw toothed roof or similar? f2= O.2 <br /> Slender Concrete Wall <br /> 3/18/2022 11:46 AM <br />