Laserfiche WebLink
BTL <br /> 19011 Wood-Seo Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone 425-814-8448, <br /> ENGIIqEERI N G Fax:425-821-2120 <br /> Stud Wall Design <br /> Based on 2018 NDS Combined axial and bending formula: <br /> lfdFc']`+fb/F�[1-(f�IF�E)]<1 in which: FEE= 0.822(Emin')/(1jd)2 <br /> Wall: Interior Walls Wall Height: 9 ft <br /> Desired Stud Spacing: 24 in oc <br /> No Fire Rating r Design Axial Dead Load: 203 pif <br /> 2A v Design Axial Live Load: 540 pif <br /> SPF Stud r Design Axial Snow Load: 0 plf <br /> Design Lateral Pressure(0.6W): 5 psf <br /> Deflection Criteria: U 180 <br /> STUD CHECK 4/d < 50 OK <br /> 5+0.6W(CO= 1.60) <br /> ife[Fc)2+fb/Ft,[1-(fjFeE)]= 0.41 < 1 OK <br /> f./FcE2+ (flvFbE)`= 0,00 < 1 OK <br /> D+0.75L+0.75(0.6W)+0.755(CD= 1.60) <br /> if,/Fc)1+fVFti L1-(fdFeE)j= 0.99 < 1 OK <br /> fc/FcE2 }(fb(FbE)`= 0.00 < 1 OK <br /> D+0.75L+0.75B (Co= 1.15) <br /> fdF.'= 0.69 < 1 OK <br /> D+L (Cc= 1.0) <br /> fjF.'= 0,86 < 1 OK <br /> Deflection(No Increase for Load Duration): <br /> Defl: U 180 = 0.60 0.23 < 0.60 OK <br /> 9tua 20oc K <br /> Checks Crushing for Stud Spacing` <br /> No Stress Increase for Load Duration <br /> Hem Fir Plates: fdFu'= 0.46 < 1 OK <br /> Douglas Fir Plates: fj. = 0.30 < 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 /> i <br /> i <br /> i <br /> Date: 1/27/2021 <br /> Page:_ M1.3 <br /> I <br />