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6202 2ND DR SE 2025-01-13
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6202 2ND DR SE 2025-01-13
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Last modified
1/13/2025 10:23:57 AM
Creation date
11/22/2024 9:38:19 AM
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Address Document
Street Name
2ND DR SE
Street Number
6202
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18 of 24 <br /> Project Number: Plan Name: Sheet\umber. <br /> S220412-2XR Foundation Stabilization <br /> Engineer: Subject: Date: <br /> 1T Unreinforced Conc Design Check 6/22/22 <br /> Final Section Properties <br /> Total Area 216 0 In^2 lxx 11_016.0 in^4 Sxx:-Y 1.001.45 in"3 <br /> Calculated final C.G.distance from Datum: IVY 1,631.93 in^4 Sxx:+Y 847.38 in"3 <br /> X co 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 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 2.749 in <br /> X 6.0 in Y in <br /> Rotation of All Components @, 0.00 deg CCW <br /> X <br /> v <br /> N <br /> tD ii <br /> [V cV XCG <br /> II <br /> = - <br /> 1 <br /> CG <br /> Per AC114§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 Height= 24.000in <br />
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