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PASS <br />DATE: 8/23/2023 COMPANY: Mid Cities EngineersSTRUCALC BUILD: StruCalc Pro DESIGNED BY: Mid Cities EngineersCUSTOMER: MID-Cities Engineering REVIEWED BY: Mid Cities EngineersPROJ. ADDRESS: 9744 Maple St Suite 101 PROJECT NAME: 24-107 1311 N TOWNER ST. SANTA ANA CA 9...Bellflower, CA 90706LEVEL: Roof LOADING: ASDMEMBER NAME: (H) 2-2X4 #2 (SPAN <6 FT) CODE: 2021 International Building CodeMEMBER TYPE: FLOOR BEAM NDS: 2018 NDSMATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (2) 1.5 X 3.5 DRY <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 6 Member Slope: 0/12 Actual Length (ft): 6 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft)Creep Factor <br />10.5 10.72 7.88 2.39 2 0.5 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³Emin (psi) x10³ <br />Base Values 900 575 180 1350 625 1600 580 <br />Adjusted Values 1350 862 180 1552 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 1.5 1.5 1 1.15 1 1 1 <br />Bending Adjustment Factors C fu = 1 C r = 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 6 0 6 0 <br />PASS-FAIL <br />Shear Stress Y (psi) <br />Bending Stress Y (psi) <br />Deflection Y (in) <br />Bearing Stress (psi) <br />PASS/FAIL <br />PASS (92.8%) <br />PASS (80.1%) <br />PASS (84.5%) <br />PASS (98.7%) <br />MAGNITUDE <br />11.7 <br />241.5 <br />0.047 (=L/1532) <br />7.8 <br />STRENGTH <br />162.0 <br />1215.0 <br />0.300 (=L/240) <br />625.0 <br />LOCATION (ft) <br />6 <br />3 <br />3 <br />0 <br />LOAD COMBO <br />D <br />D <br />D+L <br />D <br />DURATION FACTOR CD <br />0.9 <br />0.9 <br />0 <br />0.9 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD TOTALY axis <br />A 82 82 <br />B 82 82 <br />Reaction Location <br />A BLOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Uniform (lbf/ft) Uniform 25 25 0 6 Dead Y <br />Self Weight (lbf/ft) - 2.39 2.39 0 6 Dead Y <br />NOTES <br />**With flat use checked, the beam is rotated 90 degrees and loaded on its weak axis <br />Page 6 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />1311 N Towner St <br />9/24/2024