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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: FB1 CODE: 2021 International Building Code <br />MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 3 X 3.5 DRY <br />FB1 DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 6.5 Member Slope (in): 0/12 Actual Length (ft): 6.5 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />10.5 10.72 7.88 2.39 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 900 575 180 1350 625 1600 580 <br />Adjusted Values 1350 862 180 1552 625 1600 580 <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 1.5 1.5 1 1.15 1 1 1 <br />Bending Adjustment Factors C fu = 1 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 6.5 0 6.5 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 (92.9%) <br />PASS (78.9%) <br />PASS (80.2%) <br />PASS (98.4%) <br />MAGNITUDE <br />12.8 <br />284.7 <br />0.064 <br />9.9 <br />STRENGTH <br />180.0 <br />1350.0 <br />0.325 (=L/240) <br />625.0 <br />LOCATION (ft) <br />0 <br />3.25 <br />3.25 <br />0 <br />LOAD COMBO <br />D+L <br />D+L <br />D+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 41 49 90 <br />B 41 49 90 <br />Reaction Location <br />A B <br />Page 9 <br />2021 International Building Code ASDPROJECT: Moon-Pavilion (1) <br />Page 13