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Specifications
W2022--OO 10S 9560 c.�� eriLi a u Raj Page'f DATE: 12/23/2021 COMPANY: r Jason E Stanek RECEIVED VITRUVIUS BUILD: Base DESIGNED BY: Jason Stanek APR 1 2022 CUSTOMER: REVIEWED BY: Jason Stanek PROJ.ADDRESS: _w OFFICE COECT NAME: I BUILDING DIVISION RD LEVEL NOT YET ASSIGNED 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 7.25 DRY New Floor Beam DIAGRAM C. x lei* 4 ,4, 4 ysnr' '; -�' .�f},'-'9' ?,xs.e.ew «�,.c.. u'N�aE„yv,,'6..i.- a'.E -''T "''k �' K J �r,,.:i':'er` �k 'Ce"' '° • 1.. }cm y + yJx"' f' �4 III 0,t7 .e r �{;4 t". '," ." ,. .J_..,, `fi `4'.,a.$t �rYit li +`rayPAY '.. ' . — ...::r, :........'.....J+1.^.... ........, .a....li 4..�.,..�.1..h. a .... .. e.J^.t. .L..i�` t ..1. ' A , i 7• E '" `S: 1141,:+ +l BEAM PROPERTIES Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 Area Ix ly BSW Lams G Kcr (in2) (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) Fc.L.(psi) E(psi)x103 Emin(psi)x103 Base Values 900 575 180 1350 625 1600 580 Adjusted 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) CURight) 1 . 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 St s Y(psi) PASS(144%) 1001.5 1170.0 3.5 DO. 1 n(in) PASS(60.9%) 0.091(=L/922) 0.233(=U360) 3.5 I.Bearing s(psi) PASS(80.9°!0)Def 119A 625.0 0 D+L 1 IMENEN®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(Ibf/ft) 300 300 0 7 Live Y Uniform(ibf/ft) 112 112 0 7 Dead Y Self Weight(Ibf/ft) 5.79 5.79 0 7 Dead Y .