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