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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: (B1) 4X8 #1 CODE: 2021 International Building CodeMEMBER TYPE: ROOF BEAM NDS: 2018 NDSMATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 1 (1) 3.5 X 7.25 DRY <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 7.83 Member Slope: 0/12 Actual Length (ft): 7.83 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft)Creep Factor <br />25.38 111.15 25.9 5.79 1 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 1000 675 180 1500 625 1700 620 <br />Adjusted Values 1300 810 180 1575 625 1700 620 <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 1.3 1.2 1 1.05 1 1 1 <br />Bending Adjustment Factors C fu = 0.74C 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 7.83 0 7.83 0 1.00 0.99 1.00 1.00 <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 (52.1%) <br />PASS (14.0%) <br />PASS (46.7%) <br />PASS (76.2%) <br />MAGNITUDE <br />107.8 <br />1397.0 <br />0.208 (=L/452) <br />148.9 <br />STRENGTH <br />225.0 <br />1625.0 <br />0.391 (=L/240) <br />625.0 <br />LOCATION (ft) <br />0 <br />3.915 <br />3.915 <br />0 <br />LOAD COMBO <br />D+Lr <br />D+Lr <br />D+Lr <br />D+Lr <br />DURATION FACTOR CD <br />1.25 <br />1.25 <br />1.25 <br />1.25 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE ROOF TOTALY axis <br />A 923 900 1823 <br />B 923 900 1823 <br />Reaction Location <br />A BLOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Trapezoidal (lbf/ft) Trapezoidal 230 230 0 7.83 RoofLive Y <br />Trapezoidal (lbf/ft) Trapezoidal 230 230 0 7.83 Dead Y <br />Self Weight (lbf/ft) - 5.79 5.79 0 7.83 Dead Y <br />Page 9 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />1311 N Towner St <br />9/24/2024