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Specifications x+«..n.u, -.nu.oumu. sswriunn....�sasa.u.+x.r es+»xw.a nt n rso+. « ,+.- .. ..< ,„,»« w+wo-,..,u wusa:.w. •• .- ,. .. , (tP2-022..-OC) t 0 6 Page 1 9500 q e)Clife-r— 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 co ECT NAME: CITY OF TIGARD SIN LEVEL: NOT YET ASSIGNED LOADING: ASD MEMBER NAME: New Floor Beam CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NOS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 725 DRY wNoo. Floor Beam DIAGRAM s 4 V �t j s �, sF to r y t ��qy [a— :, ** ir .011.1 74ilt 6'.44:'. ' X� ., \'r -� K�'N+ OD s wV x,., "� �r 142; .yxSxS�t. '`+ ,a'�1► , I tiny i - ' BEAM PROPERTIES Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 Area lx lY 85W Lams G Kcr (ins) (in') (in") (lbf/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)x10' Emki(psi)x10' -- Base Values 900 575 180 1350 625 1600 580 Adjested Values 1170 690 180 1417 625 1600 580 1 1 1 1 1 CT 1 1 CM 1 1 1 1 1 1 1 1 1 1 1 1 CF 1 t3 12 1 1.05 1 1 1 Bending Adjustment Factors Cft,=1 Cr=1 —. BEAM DATA Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottorn) CL(Left) CL(Right) 1 0 7 0 1.00 0.99 1`00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(52.0%) 86.4 180.0 0 D+L 1 Bending Stress Y(psi) PASS(14.46/0) 1001.5 1170.0 3.5 D+L 1 Deflection(in) PASS(80.9%0 0.091(=L/922) 0.233(=L/360) 3.5 L Bearing Stress(psi) PASS(80,9%) 113,4 625.0 0 D+L 1 R E A C!TONS 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 B 412 1050 0 0 0 0 0 0 0 0 0 Reaction Location B A Member Name:New Floor Beam Page 2 IMIMMIII Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 300 300 0 7 Lave Y Uniform(b{/ft) 112 112 0 7 Dead Y Self Weight(Ibf/ft) 5.79 5.79 0 7 Dead Y r