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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: FB6 CODE: 2021 International Building Code <br />MEMBER TYPE: FLOOR BEAM AISC: AISC 360-16 <br />MATERIAL: Steel <br />HSS Rectangular HSS4x3x.313 A500 Gr.B-46 <br />FB6 DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 11 Member Slope (in): 0/12 Actual Length (ft): 11 <br />Es x10³ Fy x10³ Fu x10³ Area Ix Iy Zx Zy J Cw <br />(psi) (psi) (psi) (in²) (in⁴) (in⁴) (in³) (in³) (in⁴) (in⁶) <br />29000 46 58 3.52 7.14 4.52 4.51 3.69 9.41 0 <br />DESIGN PROPERTIES <br />Lp Lr Flange Web Flange Web <br />(in) (in) Flexure Flexure Compression Compression Cv Cv_WA <br />118 3281 Compact Compact Non-Slender Non-Slender 1 1 <br />BEAM DATA <br />Unbraced Length Beam End <br />Span Length (ft) Top Bottom Elev. Diff Pnt/Ω Pnc/Ω Mn/Ω Mn-OOP/Ω Vn/Ω Vn-OOP/Ω Cb Cb-OOP <br />1 11 0 11 0 0 0 0 0 0 0 0 0 <br />PASS-FAIL <br />Shear Force Y (lbf) <br />Moment Y (lbf-ft) <br />Deflection Y (in) <br />PASS/FAIL <br />PASS (94.0%) <br />PASS (25.0%) <br />PASS (22.0%) <br />MAGNITUDE <br />1817.7 <br />7763.5 <br />0.572 <br />STRENGTH <br />30106.5 <br />10352.3 <br />0.733 (=L/180) <br />LOCATION (ft) <br />0 <br />5.5 <br />5.5 <br />AISC CODE <br />G4-1 <br />F7-1 <br />LOAD COMBO <br />D+L <br />D+L <br />L <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE TOTALY axis <br />A 338 1480 1818 <br />B 338 1480 1818 <br />Reaction Location <br />A BLOAD LIST <br />Type Name Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction <br />Uniform (lbf/ft) w_D 15 15 0 11 Dead Y <br />Uniform (lbf/ft) w_L 120 120 0 11 Live Y <br />Self Weight (lbf/ft)-12.7 12.7 0 11 Dead Y <br />Page 19 <br />2021 International Building Code ASDPROJECT: Moon-Pavilion (1) <br />Page 23