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Beam Design � RAM Concrete Beam v14.07.01.01 Pa e 11/12 RAM � Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 Building Code: IBC Concrete Code: ACI 318-11 Loc. Mu eMn As req. As Mu eMn As req. As 24,308 2.80 58.82 0.05 0.88 0.00 -58.82 0.00 0.88 25.056 6.29 58.82 0.12 0.88 0.00 -58.$2 0.00 0.78 25.803 8.36 58.82 0.16 0.88 0.00 -58.82 0.00 0.86 26.175 8.86 58.82 0.17 0.88 0.00 -58.82 0.00 0.86 26.179 8.86 58.82 0.17 0.88 0.00 -58.82 0.00 0.86 26.551 9.01 58.82 0.17 0.88 0.00 -58.82 0.00 0.64 27.299 8.23 58.82 0.16 0.88 0.00 -58.82 0.00 0.88 28.046 6.02 58.82 0.12 0.88 0.00 -58.82 0.00 0.88 28.107 5.77 58.82 0.11 0.88 0.00 -58.82 0.00 0.88 28.111 5.76 58.82 0.11 0.88 0.00 -58.82 0.00 0.88 28.794 2.47 58.82 0.05 0.88 0.00 -58.82 0.00 0.88 29.542 0.00 58.82 0.00 0.88 -2.87 -58.82 0.05 0.88 30.042 0.00 0.00 0.00 0.00 -2.87 0.00 0,05 0.00 TRANSVCRS� REINFORCEMENT: None Required TRANSVERSE BAR DESIGN DETAILS AND TORSION FORCE: Loc. Vu e�Vn Tu Av req. Av prv. (ft) (kip) (kip) (kip-ft) (inz) (inZ) 22.313 9.77 17.65 0.01 0.00 0.00 22.812 9.77 17.65 OA1 0.00 0.00 23.560 7.86 17.65 0.01 0.00 0.00 24.104 6.46 17.65 0.01 0.00 0.00 24.243 6.11 17.65 0.01 0.00 0.00 24.247 6.10 17.65 0.01 0.00 0.00 24308 5.94 17.65 0.01 0.00 0.00 25.056 4.03 17.65 0.01 0.00 0.00 25.803 2.11 17.65 0.01 0.00 0.00 26.175 1.16 17.65 0.01 0.00 0.00 26.179 1.15 17.65 0.01 0.00 0.00 26.S S l 0.43 l 7.65 0.01 0.00 0.00 27.299 2.04 17.65 0.01 0.00 0.00 28.046 3.95 17.65 0.01 0.00 0.00 28.107 4.11 17.65 0.01 0.00 0.00 28.111 4.12 17.65 0.01 0.00 0.00 28.250 4.48 17.65 0.01 0.00 0.00 28.794 5.87 17.65 0.01 0.00 0.00 29.542 7.79 17.65 0.01 0.00 0.00 30.042 7.79 17.65 0.01 0.00 0.00 TORSION CAPACITY: 0.75 Tn(kip-ft) 3.07 Tu (kip-ft) 0.01