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- Beam Desi�n <br /> � RAM Concrete Beam v14.07.01.01 Page 8I30 <br /> R�M Database: 2015-12-21 Hamiaford DD 02/02/16 09:38:44 <br /> Building Code: IBC Concrete Code: ACi 3l 8-11 <br /> Loc. Mu eMn As req. As Mu eMn As req. As <br /> 26.227 0.00 225.14 0.00 0.88 -21.62 -291.35 0.05 1.12 <br /> 27.037 0.00 225.14 0.00 0.88 -23.47 -329.64 0.03 1.22 <br /> 27.847 0.00 225.14 0.00 0.88 -26.28 -335.78 0.04 1.32 <br /> 28.657 0.00 225.14 0.00 0.88 -30.05 -335.78 0.04 1.32 <br /> 28.769 0.00 225.14 0.00 0.88 -30.65 -335.78 0.04 1.32 <br /> 28.773 0.00 225.14 0.00 0.88 -33.14 -335.78 0.05 1.32 <br /> 29.467 0.00 225.14 0.00 0.88 -39.00 -335.78 0.05 1.32 <br /> 30.278 0.00 225.14 0.00 0.88 -46.71 -335.78 0.06 1.32 <br /> 31.088 0.00 225.14 0.00 0.88 -55.38 -335.78 0.08 1.32 <br /> 31.898 0.00 225.14 0.00 0.84 -65.01 -335.78 0.09 1.32 <br /> 32.623 0.00 225.14 0.00 0.57 -74.43 -335.78 0.10 1.32 <br /> 32.627 0.00 225.14 0.00 0.86 -76.93 -335.78 0.11 1.32 <br /> 32.708 0.00 225.14 0.00 0.86 -77.41 -335.78 0.11 1.32 <br /> 33.208 0.00 141.99 0.00 0.86 -77.41 -211.07 0.11 1.32 <br /> TRANSVERSE RE�NFORCEMENT: <br /> Start End Stii•rup <br /> Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type <br /> (ft) (ft) <br /> 3 #4 24.00 5 3 0.667 3 7.584 2 Closed <br /> TRANSVERSE BAR DESICN DETAiLS AND TORSION FORCE: <br /> Loc. Vu aVn Tu Av req. Av prv. <br /> (ft) (1tiP) �k�P) �kip-ft) ��n�) ��n�) <br /> 24.916 2.85 65.46 0.53 0.00 0.00 <br /> 25.416 2.85 65.46 0.53 0.00 0.00 <br /> 26.227 2.03 108.58 0.53 0.00 0.20 <br /> 27.037 3.21 108.58 0.53 0.00 0.20 <br /> 27.847 4,38 108.58 0.53 0.00 0.20 <br /> 27.917 4.49 108.58 0.53 0.00 0.20 <br /> 2$.657 5.56 108.58 0.53 0.00 0.20 <br /> 28.769 5.73 108.58 0.53 0.00 0.20 <br /> 28.773 8.02 ]08.58 0.31 0.00 0.20 <br /> 29.467 9.03 ]08.58 0.31 0.00 0.20 <br /> 30.208 10,11 108.58 0.31 0.00 0.20 <br /> 30.278 10.21 108.58 0.31 0.00 0.20 <br /> 31.088 11.40 108.58 0.31 0.00 0.20 <br /> 31.898 12.59 108.58 0.31 0.00 0.20 <br /> 32.623 13.65 h5.46 0.31 0,00 0.00 <br /> 32.627 7.18 65.46 0.64 0.00 0.00 <br /> 32.708 7.31 65.46 0.64 0.00 0.00 <br /> 33.208 7.31 65.46 0.64 0.00 0.00 <br />