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PASS <br />DATE: 7/9/2025 COMPANY: PBD Inc <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Bach Nguyen <br />CUSTOMER: REVIEWED BY: Tung Vo <br />PROJ. ADDRESS: -- PROJECT NAME: Moon-Pavilion (1) <br />-- <br />LEVEL: Main Floor LOADING: ASD <br />MEMBER NAME: FB5 CODE: 2021 International Building Code <br />MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 4.5 X 5 DRY <br />FB5 DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 5.25 Member Slope (in): 0/12 Actual Length (ft): 5.25 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />22.5 46.88 37.97 5.13 1 0.5 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ <br />Base Values 750 475 170 700 625 1300 470 <br />Adjusted Values 750 475 170 700 625 1300 470 <br />C M 1 1 1 1 1 1 1 <br />C T 1 1 1 1 1 1 1 <br />C i 1 1 1 1 1 1 1 <br />C F 1 1 1 1 1 1 1 <br />Bending Adjustment Factors C fu = 1.05 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 5.25 0 5.25 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 (79.0%) <br />PASS (20.1%) <br />PASS (68.2%) <br />PASS (93.7%) <br />MAGNITUDE <br />35.7 <br />599.4 <br />0.056 <br />39.6 <br />STRENGTH <br />170.0 <br />750.0 <br />0.175 (=L/360) <br />625.0 <br />LOCATION (ft) <br />5.25 <br />2.993 <br />2.678 <br />5.25 <br />LOAD COMBO <br />D+L <br />D+L <br />L <br />D+L <br />DURATION FACTOR CD <br />1 <br />1 <br />1 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE TOTALY axis <br />A 89 381 470 <br />B 96 439 535 <br />Reaction Location <br />A B <br />Page 17 <br />2021 International Building Code ASDPROJECT: Moon-Pavilion (1) <br />Page 21