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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: (B1) 5.25X9.5 PRLLM 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 />(B1) 5.25X9.5 PRLLM PSL 2.0E DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 12 Member Slope: 0/12 Actual Length (ft): 12 <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 12 0 12 0 1.00 0.98 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 (68.4%) <br />PASS (53.3%) <br />PASS (34.1%) <br />PASS (61.3%) <br />MAGNITUDE <br />114.7 <br />1738.5 <br />0.395 (=L/365) <br />242.1 <br />STRENGTH <br />362.5 <br />3720.3 <br />0.600 (=L/240) <br />625.0 <br />LOCATION (ft) <br />12 <br />6 <br />6 <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 1954 1860 3814 <br />B 1954 1860 3814 <br />Reaction Location <br />A B <br />Page 2 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />1311 N Towner <br />12/12/2024