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u ©. -oo <( Paged 900 q Reel.) Pu92oy 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 COPra NAME: BUILDI G D V SCITY OF RDN! LEVEL NOT YET ASSIGNED 1' LOADING: ASD 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 725 DRY V I y, VA: -', f' F.„ �t,.,0, V W P fs r♦ ` \I • 7. E 1 "14Ato"' ESESSEMINIEr Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 Kcr Area Ix IY BSW tarry G (n2) (in') (in') (Ibf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 STRENGTH PROPERTIES E(p�7>t10r � � Fb(Pd) Ft(P ) Fe(Psi) Fc(psi) Fc.L(psi) Base Values 900 575 180 1350 625 1600 580 0 Adjasted Values 1170 690 180 1417 625 1600 580 1 1 1 1 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 1 CI 1 1 CF 1.3 12 1 1.05 1 1 1 Bending Adjustment Factors Cfu=1 Cr al BEAR'l DATA Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(RIght) 1 0 7 0 1.00 0.99 1.00 1.00 1116111=111 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear S Y(psi) PASS(52.0%) 86.4 180.0 0 D+L 1 Bending S Y(psi) PASS(14.4%) 1001.5 1170.0 3.5 D+L 1 'on(in) PASS(60.9%) 0.091(=L/922) 0.233(=L/360) 3.5 L Bearing (psi) PASS(80,9%) 119.4 625.0 0 D+L 1 IlEgfflafilair Units for V:lbf Units for M:ibf-ft Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH 4 412 1050 0 0 0 0 0 0 0 0 0 g 412 1050 0 0 0 0 0 0 0 0 0 Reaction Location j 8 A Member Name:New Floor Beam Page'2 MUM, DiraWor► • Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Typa Uniform(Ibf/ft) 300 300 0 7 Live V Uniform(lbf/ft) 112 112 0 7 Dead Y Self Weight(Ibf/ft) 5.79 5.79 0 7 Dead Y • • t 1 • P � i i { • 1