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REVIEWED BLD-BLD2021-0451+structural calcs+3.30.2021_4.11.22_AM+2117234.............................................. . BLD2021-0451 REVIEWED Page 1 BY CITY OF EDMONDS BUILDING DEPARTMENT DATE: VITRUVIUS BUILD: CUSTOMER: PROJECT LOCATION: 3/25/2021 COMPANY- rafting StruCalc DESIGNED BY:kI 192176TH AVE SE REVIEWED BY: LAKE STEVENS, WA 98258 draRnw@gmail.00rn LEVEL: StruCalc Members LOCATION: BM01-TYPICAL NEW HEADER TYPE: FLOOR BEAM LOADING: ASD CODE: 2018 International Building Code NDS: 2015 NDS Douglas Fir -South No. 2 (1) 3.5 X 9.25 DRY • 1 0-1 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Start (ft): 0 End (ft): 3 Member Slope: 0/12 Actual Length (ft): 3 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 32.38 230.84 33.05 6.82 1 0.46 1 •••• Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc-L(psi) E (psi) x103 Emin (psi) x103 Base Values 850 525 180 1350 520 1200 440 Adjusted Values 1020 578 180 1350 520 1200 440 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.2 1.1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1 Cr = 1 DiM UAIP Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3 0 3 0 1.00 1.00 1.00 1.00 .. PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (79.4%) 37.1 180.0 3 D+L 1 Bending Stress Y (psi) PASS (85.8%) 144.5 1020.0 1.5 D+L 1 Deflection (in) PASS (96.5%) 0.004 (=L/10286) 0.100 (=L/360) 1.5 D+L Bearing Stress (psi) PASS (87.4%) 65.4 520.0 0 D+L 1 ' "Ov RW Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 321 480 0 94 0 0 0 0 0 0 0 B 321 480 0 94 0 0 0 0 0 0 0 Reaction Location A B Project Name: New Project 2018 International Building Code ASD Location: BM01-TYPICAL NEW HEADER Page 2 • M Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 90 90 0 3 Dead Y Uniform (Ibf/ft) 62.5 62.5 0 3 Snow Y Uniform (Ibf/ft) 37.5 37.5 0 3 Dead Y Uniform (Ibf/ft) 320 320 0 3 Live Y Uniform (Ibf/ft) 80 80 0 3 Dead Y Self Weight (Ibf/ft) 6.82 6.82 0 3 Dead Y Project Name: New Project 2018 International Building Code ASD