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• 17 of 23 <br /> Project Number: Plan Name: Sheet Number <br /> S201001-1XR 518 51ST ST SW,EVERETT,WA 98203 <br /> Engineer. Subject: Date: <br /> FY 2ft Unreinforced Conc Beam 12/29/2020 <br /> Final Section Properties <br /> Total Area 216.0 in^2 Ixx 11.016,0 in^4 Sxx:-Y 1.001.45 m"3 <br /> Calculated final C.G.distance from Datum: lyy 1,631.93 in^4 Sxx:«Y 847.38 in"3 <br /> X cg Dist. 0.0 in Zxx _ 1,349.99 in^3 Syy:-X . 271.988 in"3 <br /> Y cg Dist. 0.0 in Zyy 504.0 m"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 2.749 in <br /> -X -6.0 in -Y in <br /> Rotation of All Components @. 0.00 deg CCW <br /> v <br /> N <br /> (D 11 <br /> N iv XCG <br /> t <br /> L L <br /> 1 <br /> ` i �t <br /> Per ACI14§14.5.1.7 <br /> Y <br /> General Shapes <br /> 1 p1 Xcg- 0.000 in Ycg m 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 Thi, 6.000in Top Height= 24.000in <br />