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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 <br />-- <br />LEVEL: Column LOADING: ASD <br />MEMBER NAME: CL1 CODE: 2021 International Building Code <br />MEMBER TYPE: COLUMN AISC: AISC 360-16 <br />MATERIAL: Steel <br />HSS Round HSS4X.313 A500 Gr.C-46 <br />CL1 DIAGRAM <br />COLUMN PROPERTIES <br />Start (ft): 0 End (ft): 16 <br />Es x10³ Fy x10³ Fu x10³ Area I Z J Cw <br />(psi) (psi) (psi) (in²) (in⁴) (in³) (in⁴) (in⁶) <br />29000 46 62 3.39 5.87 4.01 11.7 5.87 <br />DESIGN PROPERTIES <br />Lp Lr Flange Web Flange Web <br />(in) (in) Flexure Flexure Compression Compression Cv Cv_WA <br />0 0 Compact Compact Non-Slender Non-Slender 0 0 <br />COLUMN DATA <br />Unbraced Length Column 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 16 0 0 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 />Compressive Force (lbf) <br />Bending-Compression (Unit) <br />PASS/FAIL <br />PASS (99.7%) <br />PASS (79.2%) <br />PASS (77.7%) <br />PASS (90.1%) <br />PASS (77.6%) <br />MAGNITUDE <br />95.2 <br />1915.8 <br />0.357 <br />2158.2 <br />0.22 <br />STRENGTH <br />28013.2 <br />9204.6 <br />1.600 (=L/240) <br />21844.8 <br />1.00 <br />LOCATION (ft) <br />0 <br />0 <br />16 <br />0 <br />0 <br />AISC CODE <br />G5-1 <br />F8-1 <br />E3-1 <br />H1-1b <br />LOAD COMBO <br />D+0.7E(+) <br />D+0.7E(+) <br />Lr <br />D+L <br />D+0.7E(+) <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE LIVE ROOF SEISMIC + TOTALZ axis <br />A 678 1480 188 0 2346 <br />B 0 0 0 0 0 <br />Y axis <br />A 0 0 0 136 136 <br />B 0 0 0 0 0 <br />M@x <br />A 555 0 275 1944 2774 <br />B 0 0 0 0 0 <br />Reaction Location <br />A B <br />Page 21 <br />2021 International Building Code ASDPROJECT: Moon Pavilion <br />Page 26