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REVIEWED BLD-BLD2021-1098+Calculations+8.9.2021_2.35.14_AM+2345348REVIEWED Page 1 BY CITY OF EDMONDS € DATE: 8/9/2021 COMPANY: BUILDING DEPARTMENT KILUBVE VITRUVIUS BUILD: StruCalc DESIGNED BY: """""""""""""""""""""""" Aug 11 2021 ONDS CUSTOMER: REVIEWED BY: OEVCITYOEET ERVIELOPMECES DEPARTMENT PROD. ADDRESS: -- PROJECT NAME: LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: U01 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2015 NDS MATERIAL: Solid Sawn Douglas Fir -South T No. 2 (1) 5.5 X 11.5 DRY Jl DIAUKF Start (ft): 0 End (ft): 15 Member Slope: 0112 Actual Length (ft): 15 Area Ix ly BSW Lams G Kcr (in2) (in") (in") (Ibf/ft) Creep Factor 63.25 697.07 159.44 13.32 1 0.46 1 Mrs =--. Fb (psi) Ft (psi) Fv (psi) Fc (psi) FcI(psi) E (psi) x103 Emin (psi) x103 Base Values 825 425 165 550 520 1000 370 Adjusted Values 825 425 165 550 520 1000 370 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 1 1 1 1 1 1 Bending Adjustment Factors Cfu = 1.05Cr = 1 �. Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 15 0 15 0 1.00 0.99 1.00 1.00 'A55-hF PASS/FAIL MAGNITUDE STRENGTH LOCATION (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y (psi) PASS (74.0%) 42.8 165.0 15 D+L 1 Bending Stress Y (psi) PASS (18.7%) 670.4 825.0 7.5 D+L 1 Deflection (in) PASS (8.5%) 0.343 (=L/524) 0.375 (=L/480) 7.5 L Bearing Stress (psi) PASS (82.0%) 93.8 520.0 0 D+L 1 ENTGR "Ok J,1W Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 231 1575 0 0 0 0 0 0 0 0 0 B 231 1575 0 0 0 0 0 0 0 0 0 Reaction Location A B •,P Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 210 210 0 15 Live Y Uniform (Ibf/ft) 17.5 17.5 0 15 Dead Y Self Weight (Ibf/ft) 13.32 13.32 0 15 Dead Y PROJECT: New Project 2018 International Building Code ASD PASS A Page 1 DATE: 8/9/2021 VITRUVI US BUILD: StruCalc CUSTOMER: PROD ADDRESS - COMPANY: DESIGNED BY: REVIEWED BY: PROJECT NAME• LEVEL: StruCalc Members LOADING: ASD MEMBER NAME: UO2. EXISTING 6X12 CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2015 NDS MATERIAL: Solid Sawn Douglas Fir -South No. 2 (1) 5.5 X 11.5 DRY • i p Start (ft): 0 End (ft): 6 Member Slope: 0/12 Actual Length (ft): 6 Area Ix ly BSW Lams G Kcr (in2) (in4) (in4) (Ibf/ft) Creep Factor 63.25 697.07 159.44 13.32 1 0.46 1 ..•. . Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc I (psi) E (psi) x103 Emin (psi) x103 Base Values 825 425 165 550 520 1000 370 Adjusted Values 825 425 165 550 520 1000 370 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 1 1 1 1 1 1 Bending Adjustment Factors C fu = 1.05 C r = 1 Unbraced Length (ft) Beam End Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6 0 6 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 (79.8%) 33.3 165.0 6 D+L 1 Bending Stress Y (psi) PASS (74.7%) 208.6 825.0 3 D+L 1 Deflection (in) PASS (88.3%) 0.018 (= L/4091) 0.150 (= L/480) 3 L Bearing Stress (psi) PASS (86.0%) 73.0 520.0 0 D+L 1 ' • Units for V: Ibf Units for M: Ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTH A 145 1260 0 0 0 0 0 0 0 0 0 B 145 1260 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction Uniform (Ibf/ft) 420 420 0 6 Live Y Uniform (Ibf/ft) 35 35 0 6 Dead Y Self Weight (Ibf/ft) 13.32 13.32 0 6 Dead Y PROJECT: New Project 2018 International Building Code ASD