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_ Beam Desi�n <br /> ' RAM Concrete Beam v14,07.01.01 Page 12/30 <br /> RAM Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 <br /> Building Code: IBC Concrete Code: ACI 318-11 <br /> TORSION CAPACITY: <br /> 0.75 Tn (kip-ft) 6.62 Tu (kip-ft) 0.17 <br /> DEFLECTIONS: (Camber= 0.000 in) <br /> Typc Distance(ft) Delta (in) ieff(in4) Ieff/Ig Ln/d Status <br /> Dead Load 5.78 O.OQ4 32768.0 1.00 35440.7 <br /> Live Load 6.13 0.004 32768.0 1.00 38925.1 OK <br /> Long Term+ LL 5,78 0.013 32768.0 1.00 l 12563 OK <br /> Net Total Load 5.78 0.017 32768.0 1.00 8543.0 OK <br /> Mcr Tension Bot(kip-ft)= 80.95 Mcr Tension Top (kip-ft)= 80.95 <br /> Ig(in4)=32768.00 �,= 1.78 <br /> Controlling Deflection Ratio (Net Total Load) = OA'70 OK <br /> Span Moments For Ieff <br /> Mlt(Icip-ft) Mmid(kip-ft) Mrt(kip-ft) <br /> Dead Load -27.25 16.72 -13.56 <br /> LL down defl -23.55 14.26 -11.13 <br /> LL up defl 0.00 0.00 0.00 <br />