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21 of 29 <br /> Project Number: Plan Name: Sheet Number: <br /> S211026-4XR 5117 27TH AVE W,EVERETT,WA 98203 <br /> Engineer: Subject: Date: <br /> FY 2ft Unreinforced Conc Beam(Typ.Helical&Concentric) <br /> Final Section Properties <br /> Total Area 216.0 ine2 lxx 11,016.0 in"4 Sxx:-Y 1,001.45 in^3 <br /> lyy _ 1,631.93 in^4 Sxx:+Y : 847.38 in^3 <br /> Calculated final C.G.distance from Datum: SyyX 271.988 in"3 <br /> X cg Dist. 0.0 in Zxx 1,349.99 in^3 <br /> Y cg Dist. 0.0 in Zyy 504.0 in^3 Syy:+X 271.988 in"3 <br /> Edge Distances from CG.: r xx 7.141 in <br /> +X 6.0 in +Y 13.0 in r yy _• <br /> 2.749 in <br /> -X -6.0 in -Y In <br /> Rotation of All Components @. 0.00 deg CCW <br /> r <br /> to II <br /> t <br /> . .m <br /> s\ <br /> - - N ._ I <br /> �-Per ACI14§14.5.1.7 <br /> Y <br /> General Shapes <br /> I:#1 Xcg= 0.000 in Ycg= 0.000 in Rotation= 0 deg CCW <br /> Top Flange Width. 8.000in Top Flange Thick= 8.000in Web Thickness= 8.000in <br /> Bottom Flange Wid 12.000in Bottom Flange Thii 6.000in Top Freight= 24.000in <br />