Laserfiche WebLink
I <br /> Project Name Page No. <br /> Bm!Jst Location/Description: double 2x4 for an 8 feet tall partition wall without top latleral brace <br /> dead load (psf) 0.00 <br /> live load (psf) 5.00 additional total point load (kips) 0.00 <br /> tributary width (ft) 3.81 point load location to farthest support(ft) 0.00 <br /> (96"-4.5")/2=45.75"=3.8125' <br /> dead load (psf) 15.00 <br /> live load(psf) 40.00 additional total point load (kips) 0.00 <br /> tributary width (ft) point load location to farthest support(ft) 0.00 <br /> wall weight(psf) 10.00 <br /> height(ft) <br /> Roam c (ft) <br /> load duration/repetitive factor <br /> Beam Uaia Base Numaei 2.0E PSL <br /> tributary load (plf) 19.05 #N/A <br /> moment(kip-ft) 0.39 Provided M #N/A <br /> shear/reaction (kips) 0.12 Provided V #N/A <br /> Provided I #N/A <br /> DF#2 Provided 24F-V4 or 24F-V8 DF GL Provided <br /> Required S (inA3) 3.76 3.06 1.96 #N/A <br /> Required I (inA4) 10.66 5.36 11.63 #N/A <br /> Required A(in^2) 1.93 5.25 1.11 #N/A <br /> Size #N/A <br />