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PAS Page 8 <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROD.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Main Floor LOADING: ASD <br /> MEMBER NAME: FB-2 CODE: 2021 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 (1)5.5 X 11.5 l DRY <br /> FB-2 DIAGRAM <br /> A <br /> . ��ot� <br /> x. <br /> 3. BL (A) BL(B) 3" <br /> I <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (in°) (in4) (lbf/ft) Creep Factor <br /> 63.25 697.07 159.44 14.43 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> lb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 <br /> Base Values 875 425 170 600 625 1300 470 <br /> Adjusted Values 875 425 170 600 625 1300 470 <br /> CM 1 1 1 1 1 1 1 <br /> CT 1 1 1 1 1 1 1 <br /> Ci 1 1 1 1 1 1 1 <br /> CF 1 1 1 1 1 1 1 <br /> Bending Adjustment Factors Cfu=1 Cr=1 <br /> BEAM DATA <br /> Unbraced Length(ft) Beam End <br /> Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br /> 1 7 0 7 0 1.00 1.00 1.00 1.00 <br /> PASS-FAIL <br /> PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD <br /> Shear Stress Y(psi) PASS (68.9"%) 60.8 195.5 0 D+S 1.15 <br /> Bending Stress Y(psi) PASS(57.8%) 424.3 1006.3 3.29 D+S 1.15 <br /> Deflection(in) PASS(89.3%) 0.038(=L/2234) 0.350(=L/240) 3.43 D+Lr <br /> Bearing Stress(psi) PASS(75.1%) 155.4 625.0 0 D+S 1.15 <br /> REACTIONS Units for V:Ibf Units for M:Ibf-ft <br /> Y axis DEAD LIVE LIVE ROOF SNOW WIND+ TOTAL <br /> A 1209 140 1084 1355 63 3851 <br /> B 1111 140 968 1210 817 4246 <br /> Reaction Location <br /> A B <br /> PROJECT:2352 2021 International Building Code ASD <br />