9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

Input Cells Bending and Axial Compression Date: 10/11./2022 Job 19676 L/(Limit) 240 16.5'Studs Column Length. 14.0 ft Trib Width: 1.33 ft K 1 Axial TO 18.5 ft le 14 ft Axial TA 25 ft^2 Bend.TW 1.33 ft DI Lr S W Load(psf) 15 20 25 30.00 Bending(off) 40.0 Compression(ibs) 370 493 617 Moment: 588 I b*ft Grade Size (3.9-3) (3.9-4) Bend: Comp: A D/C -A_LL L/X HF No.2 2x6 Checks 0.609 0.462 0.459 0.045 Checks 61% 0.77 292 2x&4x Depth Area S RB I E E'_min 2x6 5.50 8.25 7.56 20.26 20.80 1300000 470000 Axial Lateral Moment f_c f bi F' bi F' c F cE1 F bE D+.6W 370 23.999 587.985 45 933 2033 2218 414 1373 D+.751+.75(.6W)+.75S 832 18 440.989 101 933 2033 2218 414 1373 .6D+.6W 222 23.999 587.985 27 933 2033 2218 414 1373 (3.9-3) (3.9-4) Bend: Comp: A D/C A_LL L/X D+.6W 0.52 0.462 0.46 0.02 Fails 0.515 0.77 219 D+,75L+.75(.6W)+.755 0.61 0.462 0.46 0.05 Checks 0.609 0.58 292 6D+.6W 0.49 0.462 0.46 0.01 Fails 0.491 0.77 219 3.9.2 Rending and Axial Compression and Members subjected to a combination of bending 12 about one or both principal axes and axial compression *IL) J <1.0 (3.9-4) (see Figure 3H)shall be so proportioned that: t2 )) where: f�i F, Ftil El f/F ei)1 f < F r, :=0.822 E,,,,„ for either uniaxial (f /di)2 edgewise bending or f biaxial bending + ua < 1.0 (3 9-3) F, 1_(fe/FFc3).•.(15xliFoE) ) and i d.822 Em,,, for uniaxial flatwise f F.E.2 (t 2/d2)2 bending or biaxial bending and 1.20E„ . < F t=--•• '=- for biaxial bending (fa) tui actual edgewise bending stress(bending load applied to narrow face of member),psi fna -actual flatwise bending stress(bending load applied to wide face of member).psi dt wide lace dimension(see Figure 311),in. dx -narrow face dimension(see Figure 3H),in.