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V1.8 Engineers NW Inc PS 3/28/2022 <br /> 9725 Third dive NE <br /> Seattie WA 98115 <br /> 201$ IBC .Baker View,betty 12x14&33a.7 <br /> AEI 6.7.1 2nd Order Analysis Opening Design <br /> Trib ft. 1115 <br /> Jamb ft 3.5 <br /> 1 '�--♦E 42.0 fc= 4.5 ksi <br /> r E <br /> ....... -,3$.3 Fy= 60ksi Wall Pilaster <br /> _.. <br /> t <br /> i• E � i <br /> t(in)= 8.00 t(in)= 3.0 <br /> r width X height(ft) ( Rebar Size= 5 Width(in)= 42.0 <br /> _ 12.00 j 14.00 ' width_X height(ft) Spacing(in)_ 11 Recess{in}= G.D <br /> 3.30, 7.00 -' Center/EF= - Center Rebar Size= 5 <br /> Number= 5 <br /> sill(ft) Reveal= 0.00 Center/EF= Ea Face <br /> sill cover 05(in)= 1.25 <br /> i 0.0 ..._.-. _.-.-._.-.-._ dinward= 4 6.375 <br /> -�cover l5{in) 2 <br /> 5 0 d outward= 4 5.625 <br /> E <br /> r <br /> E DL _Rll_ FLL SL. WL Eccin** Elevft <br /> Point load P*Ibs= 0 0'_ -0 i-- 0 0 <br /> 'see Wall Setup tab for typical wall loads wlo pt loads ~ -� <br /> **from inside face of wall(pos in) <br /> LOADS <br /> Wall(psf)Opng(psf) <br /> Seismic SAS=1 1.00� Fp=.4*SOS`le*W 0.4`w 38.6666714 <br /> le`= 1•00 Fp=0.10*W(min) 0.2`W <br /> '1.0.1.25,1.5 Fp=1.2`SDS'le"W(parapet) 1.2*W 116.0 <br /> Wind Speed mph= -110 Discontinuity(Y/n) v No�; <br /> Iw= 1 - Encolsed/open Enclosed ' <br /> Exp(EX,D) BI Topo Factor= 1 <br /> Mean Roof Ht= 3&30 Area= 489 <br /> Wall(psf USD) Parapet(psf USD) <br /> Inward 20.5 Inward 59.8 <br /> Outward. 22.8 Outwardl 35.0 <br /> Wall Vertical--ASD WL&EQ are LRFD**pos down Total Horiz(plf LRFD) <br /> Trib(ft) DL RLL FLL SL*** WL Ecc(in)* Elev WL EQ r) <br /> Added wall Wt(psf) 0 1)EQ load will be mutt by seis <br /> Opening Weight A g IO ( coeiforwall <br /> Ledger Roof(psf) 12.5 j 15 0 i 0 25 1 0 3T--�38.30` <br /> Ledger tVlezz(psf) i 0 € 0 I 0 0 0 1 0 0 1 0 0 0 <br /> Concentric(plf) J p j 0 j 0 0 0 ; --- <br /> Canopy(psf) 0 o 0 r 0 0 0 <br /> `Measured from inside face of wall Pos is inward <br /> " Right.pos,down pos f1- 0.5 <br /> i No 11Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/28/2022 5:57 PM <br />