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18 of 32 <br />Project Number: <br />flan Xame: <br />Sheet Number: <br />S220802-1XR <br />4230 Grand Ave <br />Engineer: <br />Subject <br />Date: <br />NJ <br />20" Unreinforced Coll Beam <br />9/13/2022 <br />General Section Property Calculator <br />Salt mro cop „g„r ENENCALO. INC 1,;S3-2020 Build 12.20.515 <br />DESCRIPTIO 2�j I:ill ':o,,,ite Stem Wall <br />FinalSectionProperties <br />Total Area 168 - i "2 Ixx <br />4,700,51 in"4 <br />Sxx : - Y <br />577.26 in13 <br />lyy <br />1.375.94 in"4 <br />Sxx : +Y <br />476.863 013 <br />Calculated final C.G. distance from Datum <br />Syy : - X <br />229.323 013 <br />X cg Dist. 0.0 in Zxx <br />773.99 l <br />Syy : +X <br />229.323 013 <br />Y cg Dist 0 0 in Zyy <br />408 0 in"3 <br />Edge Distances from Gil <br />r xx <br />5.290 in <br />.X 6.0 in +Y <br />9.857 in <br />r yy <br />2.862 in <br />-X -6.0 in -Y - <br />in <br />Rotation of All Components @ . 0.00 deg CCW <br />o m <br />t <br />X CIS <br />iv <br />2" CG \�— Per Act 318-14 Section 14.5 1 I <br />Y <br />General Shapes <br />- I - #1 Xcg = 0.000 in Ycg = 0.000 in Rotation = 0 deg CCW <br />Top Flange Width = 8.Gl Top Flange Thick = 12.000in Web Thickness = 8.000in <br />Bottom Flange Wid 12.000in Bottom Flange Thi 6.000In Top Height = 18.000in <br />