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