Laserfiche WebLink
19011 Wood-Sno Road NE,Suite 100 <br /> BTLWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 F <br /> ENGMEEFING Fax:425-821-2120 <br /> Stud Wall Design <br /> Based on 2018 NDS Combined axial and bending formula: <br /> [f./F.1'+fb/Fb'[1-(fc/F.E)]<1 in which: FcE=0.822(Emin')/(Vd)2 <br /> Wall: Interior Walls Wall Height: 9 ft <br /> Desired Stud Spacing: 24 in oc <br /> No Fire Rating I' Design Axial Dead Load: 203 plf <br /> 2x4 IV Design Axial Live Load: 540 plf <br /> SPF Stud .r Design Axial Snow Load: 0 plf <br /> Design Lateral Pressure(0.6": 5 psf <br /> Deflection Criteria: U 180 <br /> STUD CHECK Idd < 50 OK <br /> D+0.6W(Cp=1.60) <br /> [f./F.']2+fbfFb[1-(f./F.E)1= 0.41 < 1 OK <br /> fc/Fc-F-2+(fb)FbE)`= 0.00 < 1 OK <br /> D+0.75L+0.75(0.6W)+0.75S(Cc= 1.60) <br /> [fc/Fc f+fb/Fe[1-&fF z)] = 0.99 < 1 OK <br /> fjFcE2+(fb/FbE)`= 0.00 < 1 OK <br /> D+0.75L+0.758(Co= 1.15) <br /> fc/F.'= 0.69 < 1 OK <br /> D+L(Co= 1 A) <br /> f.JF.'= 0.86 < 1 OK <br /> Deflection(No Increase for Load Duration): <br /> Defl: U 180 = 0.60 0.23 < 0.60 OK <br /> F to 4 @ 24 oc OK <br /> Checks Crushing for Stud Spacing` <br /> No Stress Increase for Load Duration <br /> Hem Fir Plates: f./F.= 0.46 < 1 OK <br /> Douglas Fir Plates: foci= 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 /> Date: 1/27/2021 <br /> Page: M1.3 <br />