Laserfiche WebLink
19011 Wood-Sno Road NE,Suite 100ill BTL <br /> Woodinve,WA 98072-4436 <br /> Phone:425-814-8448 i <br /> Ei NGIIX RER11'3G Fax:425-821-2120 <br /> Stud Wall Design <br /> Based on 2018 NDS Combined axial and bending formula: <br /> [f./F,']2 +fb/Fb'[1-(f./F-E)] < 1 in which: F,E= 0.822(Emin')/0e/d)2 <br /> Wail: Exterior Walls Wall Height: 9 ft <br /> Desired Stud Spacing: 24 in oc <br /> No Fire Rating Design Axial Dead Load: 683 plf <br /> 2x6 Design Axial Live Load: 960 plf <br /> SPF Stud ♦ Design Axial Snow Load: 538 plf <br /> Design Lateral Pressure(0.6W): 15 psf <br /> Deflection Criteria: L/ 240 <br /> STUD CHECK Ce/d < 50 OK <br /> D+0.6W(CD = 1,60) <br /> [fe/Fe']2 +fb/Fe[1-(f./FeE)] = 0.53 < 1 OK <br /> f�F,U+ (fb/FbE)`= 0.00 < 1 OK <br /> D+0.75L+0.75(0.6W)+0.75S (Co = 1,60) <br /> [fe/F.]1 +fb/Fb'[1-(fe/F.E)] = 0.92 < 1 OK <br /> f./FcE2 + (fb/FbE)`= 0.00 < 1 OK <br /> D+0.75L+0.75S (Co= 1.15) <br /> f,/F,' = 0.72 < 1 OK <br /> D+L (Co= 1.0) <br /> f,/F,'= 0.71 < 1 OK <br /> Deflection (No Increase for Load Duration): <br /> Defl: U 240 = 0.45 0.18 < 0.45 OK <br /> SPF Stud 2x6 @ 24 oc OK <br /> PLATE CRUSHING CHECK' <br /> Checks Crushing for Stud Spacing` <br /> No Stress Increase for Load Duration <br /> Hem Fir Plates: fe/F.1' = 0.87 < 1 OK <br /> Douglas Fir Plates: f,/Fa' = 0.56 < 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: M 1 .1 <br />