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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: (RR1) 2X6 #2 @ 16" O.C CODE: 2021 International Building CodeMEMBER TYPE: ROOF RAFTER NDS: 2018 NDSMATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 1.5 X 5.5 16(in) O.C. DRY <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 12 Member Slope: 4/12 Actual Length (ft): 12.65 Roof Pitch: 4/12 O.C. Spacing(in): 16 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft)Creep Factor <br />8.25 20.8 1.55 1.88 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 900 575 180 1350 625 1600 580 <br />Adjusted Values 1346 748 180 1485 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 1.3 1.3 1 1.1 1 1 1 <br />Bending Adjustment Factors C fu = 1 C r = 1.15 <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 4 1.00 0.60 1.00 1.00 <br />PASS-FAIL <br />Shear Stress Y (psi) <br />Bending Stress Y (psi) <br />Deflection Y (in) <br />Compressive Stress (psi) <br />Tensile Stress (psi) <br />Bearing Stress (psi) <br />Bending-Compression (Unit) <br />Bending-Tension (Unit) <br />PASS/FAIL <br />PASS (75.8%) <br />PASS (10.7%) <br />PASS (7.8%) <br />PASS (98.1%) <br />PASS (98.7%) <br />PASS (91.3%) <br />PASS (10.7%) <br />PASS (10.7%) <br />MAGNITUDE <br />54.4 <br />1501.8 <br />0.777 (=L/185) <br />12.1 <br />12.1 <br />54.1 <br />0.89 <br />0.89 <br />STRENGTH <br />225.0 <br />1681.9 <br />0.843 (=L/171) <br />630.6 <br />934.4 <br />625.0 <br />1.00 <br />1.00 <br />LOCATION (ft) <br />12 <br />6 <br />6 <br />0 <br />12 <br />0 <br />6 <br />6.12 <br />LOAD COMBO <br />D+Lr <br />D+Lr <br />D+Lr <br />D+Lr <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 />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 147 169 316 <br />B 147 169 316 <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/ft²) Uniform 20 20 0 12 RoofLive Y <br />Uniform (lbf/ft²) Uniform 16 16 0 12 Dead Y <br />Self Weight (lbf/ft) - 1.88 1.88 0 12 Dead Y <br />Page 7 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />1311 N Towner St <br />9/24/2024