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Specifications 3uF2.02 2_,-oG j Pagel DATE: 12/23/2021 COMPANY: Jason E Stanek RECEIVED VITRUVIUS BUILD: Base DESIGNED BY: Jason Stanek APR 19 2022 CUSTOMER: REVIEWED BY: Jason Stanek PROJ.ADDRESS: __ OFFICE ECT NAME: I RO DIVISION S BUILDING N LEVEL NOT YET ASSIGNED LOADING: ASD T MEMBER NAME: New Floor Beam CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 7.25 DRY Nest Floor Beam DIAGRAM +V-014691 . 4 '- is .:- 1 '-�7 sic. BEAM PROPERTIES Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 Area Ix ly BSW Lams G Kcr (n2) (in') (in') (Ibf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 STRENGTH PROPERTIES Fb(psi) Ft(psi) Fe(psi) Fc(psi) Fcl(psi) E(psi)x10' Emir)(psi)x10' Base Values 900 575 180 1350 625 1600 580 Adjasted 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 - BEAM DATA Unbraced Length(ft) Beam End Span --_- Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 7 0 7 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(52.0%) 86A 180.0 0 D+L 1 Bending Stress Y(psi) PASS(14.4%) 1001.5 1170.0 3.5 D+L 1 Deflection(in) PASS(60.9%) 0.091(=L/922) 0.233(=1J360) 3.5 L Bearing Stress(psi) PASS(60,9%) 119A 625.0 0 D+L 1 I REACTIONS Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE UVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 412 1050 0 0 0 0 0 0 0 0 0 B 412 1050 0 0 0 0 0 0 0 0 0 Reaction Location B A , Member Name:New Floor Beam Page 2 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(lbf/ft) 300 300 0 7 Live Y Uniform(ibf/ft) 112 112 0 7 Dead Y Self Weight(lbf/ft) 5.79 5.79 0 7 Dead Y