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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: Roof LOADING: ASD <br />MEMBER NAME: RB1 CODE: 2021 International Building Code <br />MEMBER TYPE: ROOF BEAM NDS: 2018 NDS <br />MATERIAL: Solid Sawn <br />Douglas Fir-Larch No. 2 (1) 3.5 X 5.5 DRY <br />RB1 DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 3.75 Member Slope (in): 0/12 Actual Length (ft): 3.75 <br />Area Ix Iy BSW Lams G Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />19.25 48.53 19.65 4.39 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 1170 748 180 1485 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 1.3 1.3 1 1.1 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 3.75 0 3.75 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 (88.6%) <br />PASS (71.1%) <br />PASS (90.3%) <br />PASS (95.0%) <br />MAGNITUDE <br />25.8 <br />421.5 <br />0.049 <br />31.5 <br />STRENGTH <br />225.0 <br />1457.1 <br />0.500 (=L/180) <br />625.0 <br />LOCATION (ft) <br />0 <br />0 <br />3.75 <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 />Page 1 <br />2021 International Building Code ASDPROJECT: Moon-Pavilion (1) <br />Page 5