4929 SOUND AVE 2025-09-19 - Laserfiche WebLink

IIIMIIIIIIIIIIMW PASS III DATE: 6/25/2022 COMPANY: American Home Planners VITRUVIUS BUILD: StruCaic DESIGNED BY: L V CUSTOMER: Ambrose REVIEWED BY: L V - PROJ.ADDRESS: -- PROJECT NAME: Ambrose- Mukilteo Mukilteo LEVEL: Roof LOADING: ASD - MEMBER NAME: 8FtHdrRoofBm@GreatRM CODE: 2018 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn L_Douglas Fir-Larch I No.2 (1)3.5 X 7.25 I DRY . 8FtHdrRoofBri1 a GreatRM DIAGRAM . i 4 3.5- Bearing Length 3.5- I 8'3-61/64" BEAM PROPERTIES Start(ft):0 End(ft):8.33 Member Slope:0/12 Actual Length(ft):8.33 Area Ix Iy BSW Lams G Kcr (in2) (in') (in4) (Ibf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 STRENGTH PROPERTIES Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x103 Emin(psi)x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 690 180 1417 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.2 1 1.05 1 1 1 Bending Adjustment Factors Cfu=1 Cr =1 BEA DATA Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.33 0 8.33 0 1.00 0.99 1.00 1.00 PASS-FAIL PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(73.1%) 60.5 225.0 8.33 D+Lr 1.25 Bending Stress Y(psi) PASS(43.0%) 834.3 1462.5 4.16 D+Lr 1.25 - Deflection(in) PASS(73.0%) 0.150(=L/668) 0.555(=L/180) 4.16 D+Lr Bearing Stress(psi) PASS(86.6°!9 83.6 625.0 0 D+Lr 1.25 REA -- --_ TIONS Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 399 0 625 0 0 0 0 0 0 0 0 B 399 0 625 0 0 0 0 0 0 0 0 Reaction Location A B PROJECT:Ambrose- Mukilteo 2018 International Buildino Code ASD