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

• Input Cells Bending and Axial Compression Date: 10/11/2022 Job# 9676 L/(Limit) 240 16.5'Studs Column Length. 16.5 ft Trib Width: 1.00 ft K 1 Axial TD 18.5 ft le 16.5 ft Axial TA 19 ft^2 Bend.TW 1.00 ft DL Lr S W Load(psf) 15 20 25 30.00 Bending(plf) 30.0 Compression(Ibs) 278 370 463 Moment: 613 Ib*ft Grade Size (3.9-3) (3.9-4) Bend: Comp: A D/C A_LL L/X HF No.1 2x6 Checks 0.533 0.508 0.417 0.033 Checks 53% 0.96 274 2x&4x Depth Area S RB I E E'_min 2x6 5.50 8.25 7.56 22.00 20.80 1500000 550000 Axial Lateral Moment f c fbl F'_b1 F' c F_eE1 F bE D+,6W 278 18 612.563 34 972 2332 2286 349 1364 D+.75L+.75(.6W)+.75S 624 13.5 459.422 76 972 2332 2286 349 1364 .60+,6W 167 18 612.563 20 972 2332 2286 349 1364 (3.9-3) (3.9-4) Bend: Comp: d D/C A_LL - L/X D+,6W 0.46 0.508 0.42 0.01 Fails 0.508 0.96 206 D+.75L+.75(.6W)+.75S 0.53 0.508 0.42 0.03 Checks 0.533 0.72 274 .60+,6W 0.44 0.508 0.42 0.01 Fails 0.508 0.96 206 3.9.2 Bonding and Axial Compression and Members subjected to a combination of bending -f about one or both principal axes and axial compression -� <1.0 (3.9-4) (see Figure 3H)shall be so proportioned than _ z where: f + fxt3 �Fa*. 0.822 E,,,,,, for either uniaxial F 1-{f./F f£ F 2 (f.,z/ci } edgewise bending or + faz < 1.0 (3 9-3) biaxial bending Fcz 1 k/Faa)-(fairtic)z 6 and 0.822 E,,,,i for uniaxial tlatwise f`< F - 1 bending or biaxial bending and 1.20 ;, fpi< F = z for biaxial bending (Ra) faf -actual edgewise bending stress(bending load applied to narrow face of member),psi faz -actual flatwise beading stress(bending load applied to wide face of member),psi dx +wide face dimension(see Figure 3H),in. dz -narrow face dimension(see Figure 3H),in.