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_, Beam Desi�n iRAM Concrete Beam v14.07.01.01 Page 11/30 RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 Loc. Mu ,oMn As req. As Mu e�Mn As req. As 36.524 46.94 114.26 0.47 0.88 0.00 -114.26 0.00 0.88 36.550 46.90 114.26 0.47 0.88 0.00 -114.26 0.00 0.88 37.497 44.78 114.26 0.45 0.88 0.00 -114.26 0.00 0.88 38.444 41.56 114.26 0.42 0.88 0.00 -114.26 0.00 0.88 39391 38.98 114.26 0.39 0.88 0.00 -114.26 0.00 0.66 40339 34.98 114.26 0.35 0.88 0.00 -114.26 0.00 0.86 41,286 29.20 114.26 0.29 0.88 0.00 -114.26 0.00 0.88 42.233 21.65 114.26 0.22 0.88 0.00 -]14.26 0.00 0.$8 43.180 12.36 114.26 0.12 0.88 0.00 -114.26 0.00 0.88 44.127 2.09 11426 0.02 0.88 -5.14 -114.26 0.05 0.88 45.074 0.00 114.26 0.00 0.88 -15.50 -114.26 0.16 0.88 46.022 0.00 114.26 0.00 0.79 -30.60 -114.26 0.31 0.88 46.522 0.00 114.26 0.04 0.61 -30.60 -114.26 0.31 0.88 TRA.NSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 4 #4 12.00 6 4 O.b25 4 5.625 2 Closed TRANSVERSE BAR DESIGN DETAILS AND TORSION FORCE: Loc. Vu eVn Tu Av req. Av prv. �ft) ��P) ��P) �kip-ft) �in�) ��n�) 33.208 39.33 65.46 0.17 0.00 0.00 33.708 39.33 65.46 0.17 0.00 0.00 34.655 38.14 77.83 0.17 0.33 0.40 35.603 36.94 77.83 0.17 0.33 0.40 36.167 36.23 77.83 0.17 0.33 0.40 36.520 35.79 77.83 0.17 0.33 0.40 36.524 4.18 77.83 0.09 0.33 0.40 36.550 4.13 77.83 0.09 0.33 0.40 37.497 3.88 77.83 0.09 0.33 0.40 38.444 4.76 77.83 0.09 0.33 0.40 39.391 5.64 33.58 0.09 0.00 0.00 40.339 6.52 33.58 0.09 0.00 0.00 41.286 7.71 33.58 0.09 0.00 0.00 42.233 9.38 33.58 OA9 0.00 0.00 43.180 11.25 33.58 0.09 0.00 0.00 43.563 12.01 33.58 0.09 0.00 0.00 44.127 13.13 33.58 0.09 0.00 0.00 45.074 15.01 33.58 0.09 0.00 0.00 46.022 16.88 33.58 0.09 0.00 0.00 46.522 16.88 33.58 0.09 0.00 0.00