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PASS <br />DATE: 8/23/2023 COMPANY: Mid Cities Engineers <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Mid Cities Engineers <br />CUSTOMER: MID-Cities Engineering REVIEWED BY: Mid Cities Engineers <br />PROJ. ADDRESS: 9744 Maple St Suite 101 PROJECT NAME: 24-107 1311 N TOWNER ST. SANTA ANA CA 9... <br />Bellflower, CA 90706 <br />LEVEL: Roof LOADING: ASD <br />MEMBER NAME: (B2) 5.25X9.5 PARALLAM PSL 2.0E CODE: 2021 International Building Code <br />MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br />MATERIAL: Structural Composite Lumber <br />Weyerhaeuser 2.0E Parallam PSL (1) 5.25 X 9.5 DRY <br />(B2) 5.25X9.5 PARALLAM PSL 2.0E DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 17.75 Member Slope: 0/12 Actual Length (ft): 17.75 <br />Area Ix Iy BSW Lams Cfn Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />49.88 375.1 114.56 15.59 1 9 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ <br />Base Values 2900 2300 290 2900 625 2000 1016.535 <br />Adjusted Values 2900 2300 290 2900 625 2000 1017 <br />C M 1 1 1 1 1 1 1 <br />C T 1 1 1 1 1 1 1 <br />Bending Adjustment Factors C V = 1.03C r = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <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 17.75 0 17.75 0 1.00 0.97 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 (73.9%) <br />PASS (52.5%) <br />PASS (24.8%) <br />PASS (68.0%) <br />MAGNITUDE <br />94.6 <br />1765.6 <br />0.667 (=L/319) <br />199.8 <br />STRENGTH <br />362.5 <br />3720.3 <br />0.887 (=L/240) <br />625.0 <br />LOCATION (ft) <br />0 <br />3.727 <br />7.81 <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 1679 1467 3146 <br />B 551 393 944 <br />Reaction Location <br />A BLOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Self Weight (lbf/ft) - 15.59 15.59 0 17.75 Dead Y <br />Page 4 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />1311 N Towner <br />12/12/2024