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19011 Wood-Sno Road NE,Suite 100 <br /> BTL <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448, <br /> ENGINEERING 1�ax:425-821-2120 <br /> Stud Wall Design <br /> Based on 2018 NOS Combined axial and bending formula: <br /> [f./F.']2 +fb/Fa[1-(fjF.E)l< 1 in which: FrE =0.822(Emin')/(1e/d)2 <br /> Wall: Interior Walls Wall Height: 9 ft <br /> Desired Stud Spacing: 16 in oc <br /> No Fire Rating V Design Axial Dead Load: 338 plf <br /> 2x4 Design Axial Live Load: 900 plf <br /> SPF stud Design Axial Snow Load: 0 plf <br /> Design Lateral Pressure (0.6W): 5 psf <br /> Deflection Criteria: U 180 <br /> STUD CHECK Ce/d < 50 OK <br /> D+0.6W(Cc,= 1.60) <br /> [fjF,']` +fb/Fb'[1-(fjF,,E)]= 0.31 < 1 OK <br /> fCFcE2+ (fb/FbEY` 0.00 < 1 OK <br /> D+0.75L+0.75(0.6W)+0.75S (Co = 1.60) <br /> [fdF.')' +lfblFe[1-(f jFcE)] = 0.99 < 1 OK <br /> fC FcE2+(fb/FbEY = 0.00 < 1 OK <br /> D+0.75L+0.75S (Co= 1.15) <br /> fc/F.'= 0.76 < 1 OK <br /> D+L(Co= 1.0) <br /> fdFc'= 0.95 < 1 OK <br /> Deflection (No Increase for Load Duration): <br /> 1 <br /> Defl: U 180 = 0.60 0.15 < 0.60 OK <br /> SPF Stud 2x4 @ 16 oc OK <br /> PLATE CRUSHING CHECK' <br /> Checks Crushing for Stud Spacing` <br /> No Stress Increase for Load Duration <br /> Hem Fir Plates: f,/Fr = 0.51 < 1 OK <br /> Douglas Fir Plates: V C, = 0.33 < 1 OK <br /> Plate must also be checked for bending. <br /> 2 Check on crushing only applies to stud spacing. Joists above <br /> must also be checked for crushing effect on plate. <br /> Also, no stress increase is allowed due to load duration. <br /> Date: 1/27/2021 <br /> Page: M1 .4 <br />