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PAS 4, Page 2 <br /> DATE: 2/20/2023 COMPANY: Structural Works, PLLC <br /> STRUCALC BUILD: StruCalc Pro DESIGNED BY: Ercin Sahin <br /> CUSTOMER: REVIEWED BY: -- <br /> PROJ.ADDRESS: -- PROJECT NAME: 2352 <br /> LEVEL: Roof LOADING: i ASD <br /> MEMBER NAME: HDR-1 CODE: ! 2021 International Building Code <br /> MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br /> MATERIAL: Solid Sawn <br /> Douglas Fir-Larch No.2 ] (1)3.5 X 11.25 IDRY <br /> HDR-1 DIAGRAM <br /> a <br /> Via° <br /> 3" 13L(A) BL(B) 3" <br /> I 12' <br /> BEAM PROPERTIES <br /> Start(ft):0 End(ft):12 Member Slope:0/12 Actual Length(ft):12 <br /> Area lx ly BSW Lams G Kcr <br /> (in') (inn) (in') (lbf/ft) Creep Factor <br /> 39.38 415.28 40.2 8.98 1 0.5 1 <br /> STRENGTH PROPERTIES <br /> Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x10' Emin(psi)x103 <br /> Base Values 900 575 180 1350 625 1600 580 <br /> Adjusted Values 990 575 180 1350 625 1600 580 <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 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 12 0 12 0 1.00 0.97 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 ;90.2 0) 20.3 207.0 12 D+S 1.15 <br /> Bending Stress Y(psi) PASS(77.1%) 260.3 1138.5 6 D+S 1.15 <br /> Deflection(in) PASS(90.8 0) 0.056(=L/2595) 0.600(=L/240) 6 D+Lr <br /> Bearing Stress(psi) PASS(91.9%) 50.8 625.0 0 D+S 1.15 <br /> REACTIONS Units for V:lbf Units for M:lbf-ft <br /> Y axis DEAD LIVE ROOF SNOW TOTAL <br /> A 234 240 300 774 <br /> B 234 240 300 774 <br /> Reaction Location <br /> A B <br /> PROJECT:2352 2021 International Building Code ASD <br />