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Beam Desi�n <br /> � RAM Concrete Beain v14.07.01.01 Pa e 12/12 <br /> g <br /> R�M Database: 2015-12-21 Hannaford DD 02/02/16 09:45:05 <br /> Building Code: IBC Coucrete Code: ACI 318-1 l <br /> DEFLECTIONS: (Camber= 0.000 in) <br /> Type Distance(f't) Delta (in) Ieff(in4) ieft%Ig Ln/d Status <br /> Dead Load 4.17 0.002 5832.0 1.00 41812.2 <br /> Live Load 3.97 0.001 5832.0 ],00 89324.5 OK <br /> Long Term+LL 4.17 0.004 5832.0 1.00 18491.4 OK <br /> Net Total Load 4.17 0.006 5$32.0 1.00 12821.2 OK <br /> Mcr Tension Bot(kip-ft)= 25.61 Mcr Tension Top (kip-ft)= 25.61 <br /> Ig(in4)= 5832.00 �,= 1.62 <br /> Controlling Deflection Ratio (Net Total Load) = 0.047 OK <br /> Span Moments Fot•Ieff <br /> Mlt(lcip-ft) Mmid{lcip-ft) Mrt(kip-ft) <br /> Dead Load -5.74 4.68 -1.28 <br /> LL down defl -1.98 1.67 -0.52 <br /> LL up defl 0.00 0.00 0.00 <br />